Articles de revues sur le sujet « Building Performance Based Design »
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Yuan, Feng, Li Han et Yong Heng Hu. « The BIM 'Families' Based Environmental Performance Design Research ». Advanced Materials Research 779-780 (septembre 2013) : 1643–47. http://dx.doi.org/10.4028/www.scientific.net/amr.779-780.1643.
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As far as the core of internal data structure is concerned, the elements of Building Information Modeling (BIM) platform relate to each other as components of families, independent of their materiality, parametric dependencies, geometrical structure, or their physical connection to other elements. Considering a building as an organism, this research aims at developing an evaluation methodology for buildings, based on their environmental performance. The methodology to be established is multi-objective, uses different weights and values assigned to the parameters of the families members, and checks and balances the system characteristics in order to come up with a dynamic criteria meant for guiding in the overall design and building process. This paper establishes a solid set of methodological tools that can be used for assessing a buildings environmental performance, and develops independent researches for architectural designs, alongside incorporating the ecological thoughts and building.
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Becker, Rachel. « Fundamentals of performance-based building design ». Building Simulation 1, no 4 (13 novembre 2008) : 356–71. http://dx.doi.org/10.1007/s12273-008-8527-8.
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Ingle, Prashant G., et Vijaykumar P. Bhusare. « Performance Based Seismic Design of Reinforced Concrete Building By Non-Linear Static Analysis ». Journal of Advances and Scholarly Researches in Allied Education 15, no 2 (1 avril 2018) : 340–44. http://dx.doi.org/10.29070/15/56843.
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Bo, Wang, et Chen Mengjia. « Reconstruction Design of Existing Residential Buildings Based on 3D Simulation Method ». Discrete Dynamics in Nature and Society 2022 (28 février 2022) : 1–11. http://dx.doi.org/10.1155/2022/8159213.
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The existing building reconstruction methods exist after three-dimensional building modeling information is not complete, and the wall insulation performance improvement effect is not obvious. Therefore, a reconstruction method of existing residential buildings based on 3D simulation is proposed. This paper analyzes the present situation of energy consumption of existing residential buildings, analyzes the fuzziness characteristic in the process of testing the thermal performance of existing residential buildings by the method of spatially distributed fusion and feature extraction, uses the fuzzy equilibrium scheduling method to decompose the fuzziness characteristic scale of the thermal performance of the thermal insulation of existing residential buildings, and optimizes the design of the thermal performance of the thermal insulation transformation of existing residential buildings. The 3D simulation software is a 3D modeling tool named 3DS Max. The real-time simulation software Unity3D engine is used to reconstruct the building scene and complete the reconstruction of existing residential buildings. The experimental results show that the information integrity of the building model reconstructed by 3D simulation technique is nearly 100%, and the insulation performance of the building wall is better.
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Sherko, Renas K. M., Yusuf Arayici et Mike Kagioglou. « BIM Enabled Approach for Performance-Based Design ». International Journal of 3-D Information Modeling 7, no 4 (octobre 2018) : 1–27. http://dx.doi.org/10.4018/ij3dim.2018100101.
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A significant amount of energy is consumed by buildings due to ineffective design decisions with little consideration for energy efficiency. Yet, performance parameters should be considered during the early design phase, which is vital for improved energy performance and lower CO2 emissions. BIM, as a new way of working methodology, can help for performance-based design. However, it is still infancy in architectural practice about how BIM can be used to develop energy efficient design. Thus, the aim is to propose a strategic framework to guide architects about how to do performance-based design considering the local values and energy performance parameters. The research adopts a multi case study approach to gain qualitative and quantitative insights into the building energy performance considering the building design parameters. The outcome is a new design approach and protocol to assist designers to successfully use BIM for design optimization, PV technology use in design, rules-based design and performance assessment scheme reflecting local values.
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Puspita, Annisaa Dina, et Anis Rosyidah. « Force Based Design and Direct Displacement Based Design for Dual System Structure ». Logic : Jurnal Rancang Bangun dan Teknologi 19, no 3 (30 novembre 2019) : 162. http://dx.doi.org/10.31940/logic.v19i3.1454.
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The Force Based Design (FBD) and the Direct Displacement-Based Design (DDBD) are methods for designing seismic-resistant buildings. Building structures designed, are expected to be suitable with the purpose and usefulness of a building. For this reason, this study compares the performance of dual system structures using the DDBD and FBD methods that aim to prove better performance with consideration of safety against users during an earthquake. This research method uses design analysis method to compare the value of the base shear force, reinforcement ratio, and performance level using software for static nonlinear pushover analysis. The results showed the value of the base shear force x direction of the DDBD method was 17.57% smaller than the FBD method, whereas for the y direction the DDBD value was greater than 9.38% of the FBD. The value of the reinforcement ratio of the beam, column and shear wall results is greater DDBD than FBD. The actual drift of the DDBD and FBD methods is slightly different. So that both are at the same level of performance, namely damage control. The performance level has not reached the performance target of life safety design in DDBD, but the structure has met the level performance requirements for offices.
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Astarini, Sulfiah Dwi, et Christiono Utomo. « Performance-Based Building Design of High-Rise Residential Buildings in Indonesia ». Sustainability 12, no 17 (31 août 2020) : 7103. http://dx.doi.org/10.3390/su12177103.
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The complexity of the design and completion of buildings poses a challenge for the construction industry in terms of meeting user needs. Performance-based building design (PBBD) is a design concept that describes these needs as performance requirements, designing buildings according to an iterative process of translating and evaluating the performance requirements of the buildings. PBBD is a concept that is used to produce buildings with high performance. This study aims to identify which PBBD factors are applied by architect and engineers in the planning and design of high-rise residential building in Surabaya, Indonesia. Primary data were collected by a survey using observation. A questionnaire was distributed to designers who were involved in design processes. A total of 68 respondents responded to the questionnaire. A descriptive analysis through a scatter plot was used to rank the application of PBBD. Factor analysis was used for the application of the PBBD concept. Four factors were identified: the interests of occupants, building management, process of design collaboration and risk of loss. Future research is needed to measure the success model of PBBD and to integrate PBBD into BIM (building information modeling) to allow interoperability.
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Soni, Pranava, et Dr Rajeev Chandak. « Diagrid Based Multistorey Building Design and Durability Forecasting ». International Journal for Research in Applied Science and Engineering Technology 10, no 8 (31 août 2022) : 1280–85. http://dx.doi.org/10.22214/ijraset.2022.46413.
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Abstract: The taller and higher structures results in the effects of lateral loading, lateral loads dominates when the height of building increases, lateral loads such as earthquake, wind causes the building larger displacement, to avoid larger displacement in high rise buildings lateral load resisting systems are deployed. Apart from other structural system, the diagrid and hexagrid system are adopted to improve structural performance of tall buildings. The various types of structural system in tall buildings have become obsolete and the new structural skeletons such as hexagrid and diagrid are being used
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Jin, Xiaohua, Lingbo Zhang, Jiankun Gong, Caixia Zhu, Hang Wan et Xiaoyan Li. « Smoke Prevention and Exhaust System for Buildings Based on Performance-Oriented Design ». International Journal of Design & ; Nature and Ecodynamics 15, no 6 (26 décembre 2020) : 805–12. http://dx.doi.org/10.18280/ijdne.150605.
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To improve the efficiency of smoke prevention and exhaust (SPE) system for buildings, this paper analyzes the building space structure, SPE design and equipment, fire control strategy, and smoke features of emerging buildings, namely, metro stations, tunnels, atriums, and underground garages, and evaluates the reliability of water curtain system in SPE design. By analyzing the factors affecting the SPE efficiency of buildings, the authors measured the effect of building SPE plan and evacuation situation, and summarized the keys and technical difficulties in the SPE system research of different types of buildings. Considering building features and SPE optimization strategy, it is recommended to apply water curtain system as fire partitions in metro stations and underground garages. The proposed optimization strategy, coupled with the original SPE system for buildings, marks the research trend of SPE system for emerging buildings in future.
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Semdok, Choimei Moileen, et Babita Saini. « Performance Based Seismic Design of Steel Structure Using Non-Linear Dynamic Analysis ». IOP Conference Series : Materials Science and Engineering 1236, no 1 (1 avril 2022) : 012005. http://dx.doi.org/10.1088/1757-899x/1236/1/012005.
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Abstract In the recent decades, it was observed that the performance of buildings that were designed using the traditional building codes were not satisfactory under seismic effects. There was increased demand for buildings that would not only provide life safety under the design earthquake and prevent collapse under major earthquakes, but also include other performance objectives such as the time taken for the building to be occupied post-earthquake, cost of repair and so on. This resulted in the research and development of a performance based seismic design that would incorporate these demands in the design. This study presents a performance based seismic design of a 5-storey steel special moment resisting frame building by using non-linear dynamic analysis to meet multiple performance objectives. The seismic performance was evaluated based on the confidence level, which indicates the ability of the building to meet the target performance objective, determined for the inter-storey drift parameter, using the guidelines given in FEMA-350. The results show that the designed building satisfies the minimum confidence level requirement for each performance objective. The study concludes that performance based seismic design proves to be a reliable method for design of buildings that provide enhanced seismic performance.
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Zhao, Liang, Wei Zhang et Wenshun Wang. « BIM-Based Multi-Objective Optimization of Low-Carbon and Energy-Saving Buildings ». Sustainability 14, no 20 (12 octobre 2022) : 13064. http://dx.doi.org/10.3390/su142013064.
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Global warming and other environmental problems are increasing the demand for green and low-carbon buildings. The development of high-performance computers and building information models has a significant impact on low-carbon buildings. Low-carbon building design needs to comprehensively consider geography, climate, material, cost and other factors, a highly complex multidisciplinary research problem. Therefore, it is urgent to use advanced modeling and simulation technology, involving BIM, parametric design, cloud platform and evolutionary algorithm. This paper proposes a BIM based low-carbon building design optimization framework, which realizes the comprehensive trade-off function of building low-carbon energy saving and daylighting performance through an improved genetic algorithm. The framework drives BIM through parameterization and integrates building environment information, geometric information and operation information, including six parts: BIM model establishment, parameter-driven development, building performance simulation, multi-objective optimization design, Pareto frontier analysis, and energy-saving decision-making and evaluation. The case study shows that the simulation results obtained through the framework can effectively achieve building energy conservation while maximizing the lighting performance of the building, providing a scientific basis and reference for construction professionals to design low-carbon buildings. Finally, the application advantages and limitations of the framework in low-carbon building design and its application prospects in low-carbon energy-saving building design are discussed. This research has made contributions to the multi-disciplinary low-carbon energy conservation research field, realized the multi-objective optimization strategy of building performance based on BIM, genetic algorithm and simulation, and is an important supplement to existing building energy conservation and emission reduction optimization design.
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Chaudhari, Dilip J., et Gopal O. Dhoot. « Performance Based Seismic Design of Reinforced Concrete Building ». Open Journal of Civil Engineering 06, no 02 (2016) : 188–94. http://dx.doi.org/10.4236/ojce.2016.62017.
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Fujitani, Hideo, Masaomi Teshigawara, Wataru Gojo, Yoshinobu Hirano et Taiki Saito. « Framework for Performance-Based Design of Building Structures ». Computer-Aided Civil and Infrastructure Engineering 20, no 1 (janvier 2005) : 62–77. http://dx.doi.org/10.1111/j.1467-8667.2005.00377.x.
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Kalay, Yehuda E. « Performance-based design ». Automation in Construction 8, no 4 (avril 1999) : 395–409. http://dx.doi.org/10.1016/s0926-5805(98)00086-7.
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Guerra-Santin, Olivia, Aidan Christopher Tweed et Maria Gabriela Zapata-Lancaster. « Learning from design reviews in low energy buildings ». Structural Survey 32, no 3 (8 juillet 2014) : 246–64. http://dx.doi.org/10.1108/ss-08-2013-0030.
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Purpose – The purpose of this paper is to determine the usability of design reviews to inform designers about low carbon technologies and building performance. The design review of three domestic and two non-domestic case studies are evaluated. Design/methodology/approach – Data collection and analysis methods include interviews and meetings with design teams and contractors, design tools audit and revision of drawings and project documentation. In addition, building's envelope and systems, and in-use performance evaluations are used to inform design teams about the actual performance of the buildings. Findings – This study showed that targets and intentions defined in the design process are not always compatible or reality checked. These contradictions between targets within a project can undermine the performance of a building. The design review can identify unrealistic expectations to assess fairly the performance of buildings. The study showed that changes made during construction to the original design are related to lack of specifications or experience with low carbon technologies. Design reviews can help designers to identify the knowledge gaps within their practice. Furthermore, the results showed that building-related energy consumption was close to expectations, while user-related consumption was higher than expected due to occupancy assumptions made during the design. The design review showed that designers require more knowledge about buildings’ in-use performance in order to take informed-based design decisions. Originality/value – This paper showed the main stages of a design review, and their usability to assess building performance and to inform designers. The results of this study suggest that designs can benefit from design reviews by learning about low carbon technologies installation and building's operation.
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Wan, Hai Tao, et Qing Mei Kong. « Research on Performance-Based Design Theory ». Advanced Materials Research 594-597 (novembre 2012) : 1684–87. http://dx.doi.org/10.4028/www.scientific.net/amr.594-597.1684.
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Three level seismic fortification theory is seismic design theory of the bearing capacity,which can not really realize that no damage under minor earthquake, repairable under moderate earthquake and no collapsing under strong earthquake. In order to overcome this deficiency, American earthquake engineering and structural engineering experts have profound conclusion after the previous earthquakes, improved bearing capacity design method, put forward the theory of performance-based design.Firstly,the origin of performance-based design theory is introduced in the paper.Secondly,the main content of performance-based design theory is illustrated,which include Earthquake Hazard Levels,performance levels of building structure,target building performance levels and performance- based design methods.Finally,the paper pointes out that performance-based design theory has attracted extensive attention of Chinese researchers and engineering designer,a series of research work has been carried on,and some achievement has been made.
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Li, Zhixing, Mimi Tian, Yafei Zhao, Zhao Zhang et Yuxi Ying. « Development of an Integrated Performance Design Platform for Residential Buildings Based on Climate Adaptability ». Energies 14, no 24 (7 décembre 2021) : 8223. http://dx.doi.org/10.3390/en14248223.
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Building energy waste has become one of the major challenges confronting the world today, so specifications and targets for building energy efficiency have been put forward in countries around the world in recent years. The schematic design stage matters a lot for building energy efficiency, while most architects nowadays are less likely to make energy efficiency design decisions in this stage due to the lack of necessary means and methods for analysis. An integrated multi-objective multivariate framework for optimization analysis is proposed for the schematic design stage in the paper. Here, the design parameters of the building morphology and the design parameters of the building envelope are integrated for analysis, and an integrated performance prediction model is established for low-rise and medium-rise residential buildings. Then, a comparison of the performance indicators of low-rise and medium-rise residential buildings under five typical urban climatic conditions is carried out, and the change patterns of the lighting environment, thermal environment, building energy demand, and life cycle cost of residential buildings in each city under different morphological parameters and design parameters of the building envelope are summarized. Specific analysis methods and practical tools are provided in the study for architectural design to ensure thermal comfort, lighting comfort, low energy consumption, and low life-cycle cost requirement, and this design method can inspire and guide the climate adaptation analysis and design process of low-rise and medium-rise residential buildings in China, improve architects’ perception of energy-saving design principles of low-rise and medium-rise residential buildings on the ontological level, as well as provide them with a method to follow and a case to follow in the actual design process.
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Wu, Wen Zhong. « On Fire Severity of Building in Performance-Based Design ». Applied Mechanics and Materials 733 (février 2015) : 437–41. http://dx.doi.org/10.4028/www.scientific.net/amm.733.437.
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Analyzing fire severity of designed fire scene is necessary for building fire protection. Ordinary building fire times are calculated from statistic data of their fire heat release rates. Building fire is modeled mathematically to deduce its time-temperature function. Basing on this function curve and Simon Ingberg’s fire severity definition, we establish fire severity classification theory for building fire, including definition and equation of its fire severity, and definition of its fire severity coefficient along with calculation of those coefficients of ordinary combustible solids, and calculation and classification steps for building fire severity.
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Ekström, Tomas, Stephen Burke, Lars-Erik Harderup et Jesper Arfvidsson. « Proposed method for probabilistic risk analysis using building performance simulations and stochastic parameters ». E3S Web of Conferences 172 (2020) : 25005. http://dx.doi.org/10.1051/e3sconf/202017225005.
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As parts of the world continue the work of mitigating the impact of climate change, many countries strive for continued reductions in energy demand from buildings by implementing more stringent building regulations. Consequently, the importance of accurate and efficient building performance simulations to predict the energy use of a building design increases. As observed in earlier studies, there are performance gaps between the predicted annual energy demand from building energy performance simulations based on deterministic methods compared to the monitored annual energy use of a building. This paper presents a preliminary method developed using probabilistic methods for risk analysis and building performance simulations to predict the energy performance of buildings using stochastic parameters. The method is used to calculate the probability for the energy performance of a building design to fulfil the energy requirements. The consequences are quantified using an example of energy performance contracting to evaluate the inherent risk of a building’s design. The method was demonstrated in a case study and validated by comparing the results in energy performance and probability of failure against measured data from 26 single-family houses.
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Zhan, Zhaoxi, Wenna Xu, Lin Xu, Xinyue Qi, Wenjie Song, Chen Wang et Ziye Huang. « BIM-Based Green Hospital Building Performance Pre-Evaluation : A Case Study ». Sustainability 14, no 4 (11 février 2022) : 2066. http://dx.doi.org/10.3390/su14042066.
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With ecological problems and energy crises intensifying today, greening is essential to sustainable development. Compared with other types of buildings, hospital buildings account for a relatively larger proportion of building energy consumption. In order to realize the rapid cycle optimization of a green hospital project in the design stage and improve the green grade of the building, a pre-evaluation Building Information Model (BIM) of green hospital building performance was established in this study. Firstly, the literature review and expert consultation established the building performance pre-evaluation index system for green hospitals. Then, BIM technology is taken to extract data needed for building a performance pre-evaluation system, and the Cloud Model and the Matter–Element Extension Theory are used to build models. The final green grade calculation is realized in MATLAB. Finally, the Maluan Bay Hospital is taken as an example to test the applicability and effectiveness of the proposed model. The results show that the green hospital building performance pre-evaluation model has advantages of simulation, cyclic optimization and fuzzy quantification, which can effectively guide the design and construction of a green hospital.
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Nenadovic, Aleksandra, Zikica Tekic et Sasa Djordjevic. « Environmentally-based structural design criteria for buildings ». Thermal Science 22, Suppl. 4 (2018) : 1047–58. http://dx.doi.org/10.2298/tsci170525132n.
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Activities related to buildings contribute to a large degree to environmental degradation. It is necessary to reduce the negative environmental impact and resource consumption throughout the life cycle of the building. The aim is to optimize building performances in accordance with the integrated design objectives. The building structure, along with other elements of architectural space, deter-mines the performances of the building. The building structure should be designed and evaluated as a sub-system of the building, whose behaviour is directed towards the aim of system-building ? ecological quality. This paper deals with the analysis of structural design in accordance with integrated design objectives, which are derived from quantitative and qualitative indicators of ecological quality of building, within the criteria of environmental protection throughout the life cycle of the building. The overall objective is to reduce harmful emissions to the air, water and soil, as well as to increase the efficiency of resource use, that is, to reduce the intensity of their use. Based on subject analysis, the environmentally-based criteria for the design and evaluation of building structures are derived, in the function of creating the environmentally acceptable building solutions. The present analysis points to the necessity of applying a complex and systemic approach to structural design, in function of achieving the ecological quality of buildings.
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Liang, Dong, et Feng Jing. « Evaluation of Thermal Insulation Performance of Building Exterior Wall Based on Multiobjective Optimization Algorithm ». Mobile Information Systems 2022 (17 août 2022) : 1–8. http://dx.doi.org/10.1155/2022/2672894.
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A complete evaluation of conflicting and nonlinear multiperformance is referred to as an evaluation system. Therefore, multiobjective optimization research for building performance is of great importance. Considering the above problems, this paper proposes a multiobjective performance optimization platform at the architectural design stage. The optimization research is combined with the basic algorithms. It is based on Grasshopper software. It aims to provide a fast and effective method for the optimization design of sustainable buildings. It is important to note that this workflow has no restrictions on what to optimize for or what to target, and can be determined on a case-by-case basis. To evaluate the use of the work platform and make the research results more extensive, the standard model of the inner corridor space building in office buildings in cold areas was extracted. The extracted standard model was taken as the final research object. At the same time, the convergence, distribution, and comprehensive evaluation indexes of the simulation results were analyzed. The quantitative influence parameter system of window parameters on the total building energy consumption, lighting uniformity, and glare probability was established. A series of parametric design models based on the comprehensive optimal solution of building energy consumption and lighting quality was obtained. The main purpose of this paper is to design a green building design method based on the principle of goal-oriented design. This paper, combined with the group search function of nondominated genetic algorithm (NSGA-II), the energy consumption of the building, and the evaluation function of indoor thermal and humid environment, is obtained and linked with MATLAB. The energy consumption of residential buildings and indoor thermal comfort were taken as the optimization objectives of the design scheme. The automatic optimization model of the architectural design scheme was established. Finally, the Pareto solution set of the architectural design scheme is obtained, and the designer can select the appropriate design scheme of the Pareto solution set according to the actual situation of the project, to meet the requirements of green building design. The design scheme optimized by this method can effectively reduce building energy consumption and improve indoor thermal comfort.
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Mayes, Ronald, Nicholas Wetzel, Ben Weaver, Ken Tam, Will Parker, Andrew Brown et Dario Pietra. « Performance based design of buildings to assess damage and downtime and implement a rating system ». Bulletin of the New Zealand Society for Earthquake Engineering 46, no 1 (31 mars 2013) : 40–55. http://dx.doi.org/10.5459/bnzsee.46.1.40-55.
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The Christchurch earthquakes have highlighted the mismatch in expectations between the engineering profession and society regarding the seismic performance of buildings. While most modern buildings performed as expected, many buildings have been, or are to be, demolished. The ownership, occupancy, and societal costs of only targeting life-safety as the accepted performance standard for building design are now apparent in New Zealand.
While the structural system has a significant effect on the seismic performance of the entire building, including the contents, it is only about 20% of the total building cost. Hence, structural engineers should view the seismic performance in a wider context, looking at all the systems of the building rather than just the damage to structural items and life-safety.
The next generation of performance-based seismic design procedures, outlined in the FEMA P-58 document, provide engineers with the tools to express the seismic performance of the entire building in terms of the future life loss, facility repair cost and repair time. This paper will outline the FEMA P-58 procedure and present the results of a comparative study of six different structural systems for a three storey commercial and laboratory building: moment frame; buckling restrained braced frame; viscously damped moment frame; Pres-Lam timber coupled-walls; cast-in-place reinforced concrete shear wall; and base isolated braced frame. Each system was analysed as a fully non-linear structure and the calculated drifts and floor accelerations were input into the FEMA P-58 PACT tool to evaluate the overall building performance. The PACT tool performs loss calculations for the expected casualties, repair cost, and repair time from which a QuakeStar or SEAONC rating for the building can be obtained.
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Han, Jong-Bom. « Research on determining the aseismic performance level of reinforced concrete building ». International Journal of Architecture and Urbanism 5, no 2 (26 août 2021) : 246–51. http://dx.doi.org/10.32734/ijau.v5i2.6682.
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In seismic design based on performance, seismic performance level is determined based on failure state of the building and seismic design objective is set according to the importance of the buildings. In many countries, they calculate the seismic reaction of the buildings with the use of structural design programs to check the aseismic performance through the nonlinear static analysis method. In this paper, we established seismic performance levels and aseismic design objective to design on the basis of design objective according to the three levels in Seismic Design Code of Building, DPR Korea, 2010.
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Porter, Keith A., Anne S. Kiremidjian et Jeremiah S. LeGrue. « Assembly-Based Vulnerability of Buildings and Its Use in Performance Evaluation ». Earthquake Spectra 17, no 2 (mai 2001) : 291–312. http://dx.doi.org/10.1193/1.1586176.
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Assembly-based vulnerability (ABV) is a framework for evaluating the seismic vulnerability and performance of buildings on a building-specific basis. It utilizes the damage to individual building components and accounts for the building's seismic setting, structural and nonstructural design and use. A simulation approach to implementing ABV first applies a ground motion time history to a structural model to determine structural response. The response is applied to assembly fragility functions to simulate damage to each structural and nonstructural element in the building, and to its contents. Probabilistic construction cost estimation and scheduling are used to estimate repair cost and loss-of-use duration as random variables. It also provides a framework for accumulating post-earthquake damage observations in a statistically systematic and consistent manner. The framework and simulation approach are novel in that they are fully probabilistic, address damage at a highly detailed and building-specific level, and do not rely extensively on expert opinion. ABV is illustrated using an example pre-Northridge welded-steel-moment-frame office building.
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Pasnur, Prof Pallavi K. « Performance Based Seismic Design of Reinforced Concrete Building by Non-Linear Static Analysis ». International Journal for Research in Applied Science and Engineering Technology 9, no VII (20 juillet 2021) : 1748–52. http://dx.doi.org/10.22214/ijraset.2021.36722.
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In past two decades earthquake disasters in the world have shown that significant damage occurred even when the buildings were designed as per the conventional earthquake-resistant design philosophy (force-based approach) exposing the inability of the codes to ensure minimum performance of the structures under design earthquake. The performance based seismic design (PBSD), evaluates how the buildings are likely to perform under a design earthquake. As compared to force-based approach, PBSD provides a methodology for assessing the seismic performance of a building, ensuring life safety and minimum economic losses. The non-linear static procedures also known as time history analysis are used to analyze the performance of structure . Plastic hinge formation patterns, plastic rotation, drift ratio and other parameters are selected as performance criterias to define different performance level. In this paper, a five-storey RC building is modelled and designed as per IS 456:2000 and analyzed for lmmediate occupancy performance level in ETABS2015 softwere. Analysis is carried out as per FEMA P58 PART 1 & 2. Plastic hinges as per FEMA273. From the analysis, it is checked that the performance level of the building is as per the assumption
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Abass, Haider Ali, et Husain Khalaf Jarallah. « Seismic Evaluation and Retrofitting of an Existing Buildings-State of the Art ». Al-Nahrain Journal for Engineering Sciences 24, no 1 (7 juillet 2021) : 52–75. http://dx.doi.org/10.29194/njes.24010052.
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In this study, previous researches were reviewed in relation to the seismic evaluation and retrofitting of an existing building. In recent years, a considerable number of researches has been undertaken to determine the performance of buildings during the seismic events. Performance based seismic design is a modern approach to earthquake resistant design of reinforcement concrete buildings. Performance based design of building structures requires rigorous non-linear static analysis. In general, nonlinear static analysis or pushover analysis was conducted as an efficient instrument for performance-based design. Pushover analysis came into practice after 1970 year. During the seismic event, a nonlinear static analysis or pushover analysis is used to analyze building under gravity loads and monotonically increasing lateral forces. These building were evaluated until a target displacement reached. Pushover analysis provides a better understanding of buildings seismic performance, also it traces the progression of damage and failure of structural components of buildings.
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Yu, Shenwei, Shimeng Hao, Jun Mu et Dongwei Tian. « Optimization of Wall Thickness Based on a Comprehensive Evaluation Index of Thermal Mass and Insulation ». Sustainability 14, no 3 (20 janvier 2022) : 1143. http://dx.doi.org/10.3390/su14031143.
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The thermal performance of buildings in the south of China focuses on thermal mass design, while in the north it favors thermal insulation design, which makes it impossible to achieve a balance between the thermal mass and insulation. Here, a comprehensive evaluation index is developed to measure the thermal performance of a building’s external envelope, which aims to find out the optimal range of the wall thickness under the influence of the thermal mass and insulation, and to seek the correct balance between a building’s energy consumption and the thermal performance of walls. In this paper, four dimensions, namely the heat transfer coefficient, thermal inertia index, attenuation degree, and delay time, are discussed, and the weight coefficients of each subfactor are calculated and isotropically treated to create comprehensive evaluation indicators. Then the distribution laws of the composite index values of common building materials in different climatic zones are examined. The result shows that the correlation coefficient (R2) between M and building energy consumption is about 0.7736–0.8215, which is higher than 0.3494–0.384, the heat transfer coefficient, and is more accurate in predicting building energy demands. Furthermore, through the analysis of the thermal improvement rate and the building energy-saving rate, the suitable wall thickness of commonly used building materials in different climate zones is determined, and the application prospects of the research results are described. With the above research findings, the thickness ranges of walls can be determined at the initial period of building design by combining regional environmental factors and material characteristics to provide a reference for building energy-saving design.
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Li, Junjie, Shuai Lu, Wanlin Wang, Jie Huang, Xinxing Chen et Jiayi Wang. « Design and Climate-Responsiveness Performance Evaluation of an Integrated Envelope for Modular Prefabricated Buildings ». Advances in Materials Science and Engineering 2018 (7 août 2018) : 1–14. http://dx.doi.org/10.1155/2018/8082368.
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Modular prefabricated buildings effectively improve the efficiency and quality of building design and construction and represent an important trend in the development of building industrialization. However, there are still many deficiencies in the design and technology of existing systems, especially in terms of the integration of architectural performance defects that cannot respond to occupants’ comfort, flexibility, and energy-saving requirements throughout the building’s life cycle. This research takes modular prefabricated steel structural systems as its research object and sets the detailed design of an integrated modular envelope system as the core content. First, the researcher chose two types of thermal insulation materials, high insulation panels and aerogel blankets, in order to study the construction details of integrated building envelopes for modular prefabricated buildings. Focusing on the weakest heat point, the thermal bridge at the modular connection point, this work used construction design and research to build an experimental building and full-scale model; the goal was to explore and verify the feasibility of the climate-responsive construction technique called “reverse install.” Second, as a response to climate change, building facades were dynamically adjusted by employing different modular building envelope units such as sunshades, preheaters, ventilation, air filtration, pest control, and other functional requirements in order to improve the building’s climate adaptability. Finally, based on the above structural design and research, this study verified the actual measurements and simulation, as well as the sustainability performance of the structure during the operational phase, and provided feedback on the design. The results highlight the environmental performance of each construction detail and optimized possibilities for an integrated envelope design for modular prefabricated buildings during both the design and renovation phases.
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Li, Zhixing, Paolo Vincenzo Genovese et Yafei Zhao. « Study on Multi-Objective Optimization-Based Climate Responsive Design of Residential Building ». Algorithms 13, no 9 (21 septembre 2020) : 238. http://dx.doi.org/10.3390/a13090238.
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This paper proposes an optimization process based on a parametric platform for building climate responsive design. Taking residential buildings in six typical American cities as examples, it proposes thermal environment comfort (Discomfort Hour, DH), building energy demand (BED) and building global cost (GC) as the objective functions for optimization. The design variables concern building orientation, envelope components, and window types, etc. The optimal solution is provided from two different perspectives of the public sector (energy saving optimal) and private households (cost-optimal) respectively. By comparing the optimization results with the performance indicators of the reference buildings in various cities, the outcome can give the precious indications to rebuild the U.S. residential buildings with a view to energy-efficiency and cost optimality depending on the location.
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Li, Bin, Weihong Guo, Xiao Liu, Yuqing Zhang, Peter John Russell et Marc Aurel Schnabel. « Sustainable Passive Design for Building Performance of Healthy Built Environment in the Lingnan Area ». Sustainability 13, no 16 (14 août 2021) : 9115. http://dx.doi.org/10.3390/su13169115.
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Having a healthy built environment becomes increasingly important, especially under the effects of COVID-19. This paper intends to combine sustainable goals based on climate change with passive design principles to achieve a healthy built environment regarding the building performance of residential buildings. The Yuedao Residential Community in the Lingnan area was taken as an example for the research. Based on relevant standards of healthy buildings, the thermal, light, and acoustic environment requirements were determined. The methods of building performance simulation and on-site measurement were used to quantify the research object environments. Then, the outcomes were obtained based on these standards. As observed, the thermal environment’s adaptive thermal comfort level was level III. It was hot indoors, but the light and acoustic environments met the requirements. Building designs based on a built environment optimized by external shading systems aim to solve problems through building performance simulation and qualitative analysis. After optimization, the thermal environment improved. According to the literature review, this research focused on a healthy built environment with a sustainable passive design in terms of building performance. A research workflow was established that could be used for more practical research, with abundant research methods. The problems were solved to varying degrees, and the Lingnan architectural culture was preserved. Moreover, this research filled the gap in interactive research on healthy built environments with sustainable passive design regarding building performance.
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Wang, Likai. « Workflow for applying optimization-based design exploration to early-stage architectural design – Case study based on EvoMass ». International Journal of Architectural Computing 20, no 1 (mars 2022) : 41–60. http://dx.doi.org/10.1177/14780771221082254.
Texte intégralRésumé :
The role of optimization-based design exploration in early-stage architectural design has been increasingly recognized and valued. It has been widely considered an effective approach to achieving performance-informed and performance-driven design. Nevertheless, there is little research into how such design exploration can be adapted to various early-stage architectural design tasks. With this motivation, this paper revolves around a computer-aided design workflow for early-stage building massing design optimization and exploration while presenting three workshop case studies to demonstrate how the workflow can be intertwined with the design process. The design workflow is based on EvoMass, an integrated building massing design generation and optimization tool in Rhino-Grasshopper. The case study illustrates task-specific applications of the design workflow for synthesizing building design, finding design precedents, and understanding the interrelationship between formal attributes and building performance. The paper concludes by discussing the relevant efficacy of the design workflow for architectural design.
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Izobo-Martins, Oladunni Oluwatoyin, Ekhaese Eghosa et Ayo-Vaughan Kunle Emmanuel. « Architects’ View on Design Consideration that Can Reduce Maintenance Cost ». Mediterranean Journal of Social Sciences 9, no 3 (1 mai 2018) : 193–200. http://dx.doi.org/10.2478/mjss-2018-0061.
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Abstract Buildings are designed with the intent of lasting for a certain period of time. Building maintenance in different building typology is described as multi-faceted activities which involve planning, directing, controlling and organizing resources for the sustenance of the building’s physical, functional and operational performance. The research focused on ways cost of maintaining a building was done, effectively or efficiently with the influence of the design approach used. Literatures of works pertaining to building maintenance were reviewed to identify the various impacts, influences that a building design would have on the cost of maintaining any building type. Maintenance departments of educational institutions were surveyed and data analyzed. The study revealed that maintenance culture of buildings could either be positive or negative, based on the quality of design approach used. The study recommends a proper review of building codes and regulations by organizations intending to erect building structures with a view of designers to specified standards and prevent excess maintenance cost in the future.
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Gaitov, Rashid, Serik Tokbolat, Hua Zhong et Mohamad Mustafa. « Investigation of the impacts of design parameters on thermal performance of buildings in cold climate ». E3S Web of Conferences 246 (2021) : 07002. http://dx.doi.org/10.1051/e3sconf/202124607002.
Texte intégralRésumé :
While design optimization of buildings seeks to improve energy efficiency and, thus, leads to greenhouse gas emissions reduction, the thermal performance of buildings can be compromised. Thermal performance is an important aspect as it directly affects the health and well-being of occupants. This study aims to investigate using a simple simulation tool to examine the correlation between a set of building physical design parameters such as orientation, shading and shape, optimization of which helps to make a positive impact on the thermal performance of the building in a cold climate zone. The thermal performance simulation tool Passive Design Assistant (PDA) was used to build a simulation model and test the interdependence between the design parameters and thermal performance. The results indicate that modifications of building’s parameters such as orientation and shape or the addition of shadings lead to improvements of the internal thermal temperature, heat gain and loss, hence the optimal parameters should prevail. A case study for cold climate is analyzed, in Nur-Sultan, Kazakhstan, the optimal orientation for the squared building is 30° from East to South (building rotated 120°) and the optimal building’s shape is rectangular, which attracts up to 2.6 times higher solar gains than the square one. Moreover, the use of shadings can regulate the internal temperature of the building by 2 °C. General recommendations based on the findings are made and could be considered in the earlier stage of building design and construction processes.
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Trulsrud, Tonje Healey, Inger Andresen et Niki Gaitani. « Energy performance and scenario analyses of a multistorey apartment building in Norway ». E3S Web of Conferences 362 (2022) : 10004. http://dx.doi.org/10.1051/e3sconf/202236210004.
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Plus Energy Buildings are perceived as a strategy in the energy transition and to promote decarbonization of the building stock. This paper presents the design development of a plus energy demonstration project based on building performance simulations performed with IDA-ICE for energy strategies and future scenarios. The objective of the design strategies was to reduce the primary energy consumption, while ensuring a satisfactory indoor environment. Future scenarios for climate change, user behavior, and energy flexibility were developed to analyze the impact on the building's energy performance. Results from the analyses reveal the expected building performance with respect to energy and indoor environment standards, and robustness with respect to meeting the standards under different scenarios for occupant behavior and climate conditions. According to the simulation results, the building design is robust and can adapt to changes in exterior conditions.
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Rahmadyani, H., et M. Fahri. « A comparative analysis of building energy performance assessment on campus buildings (case study : Universitas Bangka Belitung) ». IOP Conference Series : Earth and Environmental Science 1108, no 1 (1 novembre 2022) : 012053. http://dx.doi.org/10.1088/1755-1315/1108/1/012053.
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Abstract Based on the sector, public buildings construction will become rapid development. Thus, good planning is needed to achieve a green and sustainable building. The necessity of well-planned campus buildings is required in establishing a new study program. UBB campus has a typical design and layout. It is apprehensive that the ineffective design concept in the construction will have a negative impact and waste energy. This study aims to evaluate the design of UBB campus building in terms of assessing the thermal and energy performance building on two building designs (Babel IV and Timah I). The design assessment employs the Rayman, CBE Thermal, OTTV calculation, and EDGE building. The analysis will be managed comparatively with several applications, to obtain significant factors. The results of this study shows that energy-efficient with a green concept can be applied in Bangka Belitung. However, the UBB campus building has not fulfilled the green building standards. In addition, it was found that the orientation and the WWR ratio can reduce the energy load on the building significantly.
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Mohd Salleh, Mohd Najib, Mohd Zin Kandar et Siti Rasidah Md Sakip. « User Perception of High-Performance Schools ». Journal of ASIAN Behavioural Studies 3, no 10 (22 août 2018) : 191–202. http://dx.doi.org/10.21834/jabs.v3i10.318.
Texte intégralRésumé :
Energy demand in buildings can reduce by improving energy efficiency. MS1525 has recommended that energy efficiency for Non-Residential Buildings in Malaysia to be not more than 135kWh/m²/year. A school building is a non-residential building and has major social responsibilities. Based on the theory of building energy-efficiency, energy efficiency can be achieved through three main factors: a) design of buildings; b) design of services; and c) user behavior. This study aims to investigate the user perceptions in High-Performance Schools.
Keywords: User perception; building energy index; building energy efficiency; school building.
eISSN 2514-7528 © 2018. The Authors. Published for AMER ABRA cE-Bs by e-International Publishing House, Ltd., UK. This is an open-access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). Peer–review under responsibility of AMER (Association of Malaysian Environment-Behaviour Researchers), ABRA (Association of Behavioural Researchers on Asians) and cE-Bs (Centre for Environment-Behaviour Studies), Faculty of Architecture, Planning & Surveying, Universiti Teknologi MARA, Malaysia.
DOI:https://doi.org/10.21834/jabs.v3i10.318
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Li, Xiang, Sha Liu et Yichao Sun. « A GP-Based Hierarchical Objectives Decision-Making Method for Building Energy Efficiency Optimization ». Buildings 12, no 1 (6 janvier 2022) : 52. http://dx.doi.org/10.3390/buildings12010052.
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Building energy efficiency, which is critical in reducing environmental impact, has become one of the most important objectives of building designs. In order to precisely express the goals of building designs, and help decision makers estimate the ultimate performance of design schemes in advance when searching for the optimal building design, the Goal Programming Model (GPM) is introduced in this study to provide a solution for explicit design objective delivery and multi-stakeholder involved decision-making support. In this proposed method, EnergyPlusTM works as a simulation engine to search for the relationship between design parameter combinations and building energy consumption. Simultaneously, Genetic Algorithm (GA) is used to improve the efficiency of overall building energy performance optimization by processing multiple iterations. A case study with five possible design scenarios was dedicated in this study to implement the proposed optimization method, and the optimization results verified the capacity of the established GP-based optimization method to satisfy various design requirements for decision makers and/or stakeholders, especially in facing the hierarchical objectives with different priorities. In this case, the envelope-related variables, including the exterior wall and window, serve as optimization objectives. The optimization is carried out under the ideal air conditioning system, considering different energy usage patterns. Meanwhile, comparing with the vague and restricted expression of objectives in multi-objective optimization, the proposed GP-based optimization method provides explicit trade-off relationships among various objectives for designers, which improves the practical value of the optimized designs, so as to ensure the project success and facilitate the development of green buildings.
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Nurelisa, Ika, et Amalia Amalia. « Structural Stiffness Irregular Performance Using the DDBD and CSM Method ». MEDIA KOMUNIKASI TEKNIK SIPIL 28, no 1 (29 juillet 2022) : 128–36. http://dx.doi.org/10.14710/mkts.v28i1.33629.
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The current earthquake-resistant building planning concept leads to a performance-based design concept. In this study, the direct displacement based design (DDBD) method was used to design the earthquake load and the capacity spectrum method (CSM) to determine the level of building performance using pushover analysis. The purpose of this study is to analyze and compare the performance of regular buildings with buildings that have irregular soft story stiffness. The building to be reviewed in this study consists of 3 variations of the building with a total of 8 floors. Variation A of regular buildings, Variation B of buildings with irregularity of soft story stiffness on the 1st floor, and Variation C of buildings with irregularity of soft story stiffness on the 5th floor. The maximum displacement value occurs in Variation C, the X direction is 0.281m and the Y direction is 0.304m. The mechanism for the occurrence of plastic joints in variations A, B, and C is in accordance with the strength column weak beam design concept. The earliest collapses occurred in Variation B buildings and the last occurred in Variation A buildings. Performance of variations A, B, and C structures using the CSM method was at the level of Damage Control.
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Jain, Nishesh, Esfand Burman, Dejan Mumovic et Mike Davies. « Managing energy performance in buildings from design to operation using modelling and calibration ». Building Services Engineering Research and Technology 42, no 5 (19 avril 2021) : 517–31. http://dx.doi.org/10.1177/01436244211008317.
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To manage the concerns regarding the energy performance gap in buildings, a structured and longitudinal performance assessment of buildings, covering design through to operation, is necessary. Modelling can form an integral part of this process by ensuring that a good practice design stage modelling is followed by an ongoing evaluation of operational stage performance using a robust calibration protocol. In this paper, we demonstrate, via a case study of an office building, how a good practice design stage model can be fine-tuned for operational stage using a new framework that helps validate the causes for deviations of actual performance from design intents. This paper maps the modelling based process of tracking building performance from design to operation, identifying the various types of performance gaps. Further, during the operational stage, the framework provides a systematic way to separate the effect of (i) operating conditions that are driven by the building’s actual function and occupancy as compared with the design assumptions, and (ii) the effect of potential technical issues that cause underperformance. As the identification of issues is based on energy modelling, the process requires use of advanced and well-documented simulation tools. The paper concludes with providing an outline of the software platform requirements needed to generate robust design models and their calibration for operational performance assessments. Practical application The paper’s findings are a useful guide for building industry professionals to manage the performance gap with appropriate accuracy through a robust methodology in an easy to use workflow. The methodological framework to analyse building energy performance in-use links best practice design stage modelling guidance with a robust operational stage investigation. It helps designers, contractors, building managers and other stakeholders with an understanding of procedures to follow to undertake an effective measurement and verification exercise.
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Greenwood, John. « An Examination of the Performance Based Building Code on the Design of a Commercial Building ». Construction Economics and Building 7, no 1 (22 novembre 2012) : 37–44. http://dx.doi.org/10.5130/ajceb.v7i1.2976.
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The Building Code of Australia (BCA) is the principal code under which building approvals in Australia are assessed. The BCA adopted performance-based solutions for building approvals in 1996. Performance-based codes are based upon a set of explicit objectives, stated in terms of a hierarchy of requirements beginning with key general objectives. With this in mind, the research presented in this paper aims to analyse the impact of the introduction of the performance-based code within Western Australia to gauge the effect and usefulness of alternative design solutions in commercial construction using a case study project. The research revealed that there are several advantages to the use of alternative designs and that all parties, in general, are in favour of the performance-based building code of Australia. It is suggested that change in the assessment process to streamline the alternative design path is needed for the greater use of the performance-based alternative. With appropriate quality control measures, minor variations to the deemed-to-satisfy provisions could easily be managed by the current and future building surveying profession.
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Li, Ji, Wei Xu, Ping Cui, Biao Qiao, Siyang Wu et Chenghua Zhao. « Research on a Systematical Design Method for Nearly Zero-Energy Buildings ». Sustainability 11, no 24 (9 décembre 2019) : 7032. http://dx.doi.org/10.3390/su11247032.
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As a result of the impact of energy consumption, research on ultra-low energy, nearly zero-energy, and zero energy buildings has been conducted in China. However, the design of the nearly zero-energy building is flexible; the traditional architectural design method is not fully applicable to nearly zero-energy buildings. The paper proposed a performance-based design method based on overall energy consumption and progress for the nearly zero-energy building. The design process of the relevant cases was also analyzed. The factors of cold and heat sources, environment, and renewable energy were combined to make a comprehensive analysis to get the optimal scheme of the nearly zero-energy building in the case. In general, the performance-based design method has a certain guiding significance for the design of nearly zero-energy buildings and certainly promotes the expansion of the nearly zero-energy building industry in China.
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Geyer, Philipp, et Sundaravelpandian Singaravel. « Component-based machine learning for performance prediction in building design ». Applied Energy 228 (octobre 2018) : 1439–53. http://dx.doi.org/10.1016/j.apenergy.2018.07.011.
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Deng, Ting, Jiyang Fu, Qingxing Zheng, Jiurong Wu et Yonglin Pi. « Performance-Based Wind-Resistant Optimization Design for Tall Building Structures ». Journal of Structural Engineering 145, no 10 (octobre 2019) : 04019103. http://dx.doi.org/10.1061/(asce)st.1943-541x.0002383.
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Guo, Chenghua. « Performance-Based Structural Seismic Method in High-rise Building Design ». Journal of Physics : Conference Series 1578 (juillet 2020) : 012190. http://dx.doi.org/10.1088/1742-6596/1578/1/012190.
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Beyhan, Figen, et Meryem Alagoz. « Swot Analysis of Performance Based Optimum Building Envelope Design Methods ». IOP Conference Series : Materials Science and Engineering 471 (23 février 2019) : 082040. http://dx.doi.org/10.1088/1757-899x/471/8/082040.
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Jain, Anurag, Mukund Srinivasan et Gary C. Hart. « Performance based design extreme wind loads on a tall building ». Structural Design of Tall Buildings 10, no 1 (2001) : 9–26. http://dx.doi.org/10.1002/tal.165.
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Hu, Xiji, Xingquan Li, Mingwei Zuo et Wazid Michalak. « Complexity Reduction for the Architecture Design of Large-Scale Public Buildings Based on Seismic Structure Simulation Technology ». Mathematical Problems in Engineering 2022 (14 juin 2022) : 1–11. http://dx.doi.org/10.1155/2022/3186744.
Texte intégralRésumé :
In order to improve the seismic effect of large-scale public building architecture design, this paper studies the large-scale public building architecture design with the support of seismic structure simulation technology and improves the large-scale public building architecture design effect through simulation research. Furthermore, on the basis of the construction of the seismic performance evaluation system and the determination of the index weight, this paper assigns the index data to the sample table of the seismic performance checklist and establishes the seismic performance evaluation model based on the gray fixed-weight clustering method. Furthermore, using the seismic structure modeling technique described in this study, this paper assesses the seismic performance of public buildings. Finally, through experimental research, this paper verifies that the design method of large-scale public building architecture based on seismic structure simulation technology has certain practical effects.
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Teran-Gilmore, Amador, et Guillermo Coeto. « Displacement-Based Preliminary Design of Tall Buildings Stiffened with a System of Buckling-Restrained Braces ». Earthquake Spectra 27, no 1 (février 2011) : 153–82. http://dx.doi.org/10.1193/1.3543854.
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A displacement-based methodology for the preliminary design of a system of buckling-restrained braces is introduced. The methodology applies to the case of tall buildings, whose dynamic response is significantly influenced by global flexural drift mode and higher modes. The methodology is applied to the preliminary design of a 24-story building located in the Lake Zone of Mexico City. From the evaluation of the global mechanical characteristics of the building and of its seismic performance, it is concluded that the proposed methodology yields tall buildings that adequately satisfy predefined deterministic performance levels.
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Astarini, Sulfiah Dwi, Christiono Utomo et Mohammad Arif Rohman. « Integration Factors of Design Participants in Performance-Based Building Design of Commercial Property ». Designs 6, no 6 (4 novembre 2022) : 111. http://dx.doi.org/10.3390/designs6060111.
Texte intégralRésumé :
Design practice has shifted towards a performance approach that is based on an awareness of sustainability goals. Achieving this goal requires the integration of all participants through communication, collaboration, and knowledge-sharing (CCKs), specifically at the design stage. The participants are from different stages of the project which are design management (DM), project management (PM), and facility/property management (FM). The current research has not been able to clearly describe the practice in achieving design performance, especially involving the main three stakeholders (DM, PM, and FM). Thus, this study aims to fill the research gap by focusing on the influence of factors CCKs on the design performance of the commercial property, especially retail property. This will form a design, construction, and operational integration model to achieve the performance of retail properties in forming an optimal space. This study uses a method of quantitative study using a questionnaire survey. It was collected from 111 practitioners of the project participants (DM, PM, FM) in retail property development in Indonesia. There are different results in the correlation that the higher the factor value, the lower the space value performance. This correlation occurs in collaboration for PM, communication for DM, and knowledge-sharing for FM. This interesting finding can be explained empirically according to the preferences of each participant. This study contributes to knowledge about the influence of CCKs, which focus on the design of performance-based retail buildings to get the highest space value.