Bibliographies thématiques / Building Performance Based Design

Littérature scientifique sur le sujet « Building Performance Based Design »

Auteur : Grafiati
Publié le 10 mars 2023

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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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Thèses sur le sujet "Building Performance Based Design"

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Averill, Jason D. « Performance-Based Codes : Economics, Documentation, and Design ». Digital WPI, 1999. https://digitalcommons.wpi.edu/etd-theses/809.

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The advent of performance-based codes in the United States underscores the need for a thorough, systematic approach to the documentation and accomplishment of a performance-based design. This project has three objectives: economic analysis of performance-based codes from a social view point, documentation of a performance-based design, and an example application of the ICC Performance-Based Code to high-rise office building. Economic issues explored include the externalities, insurance, and liabilities associated with performance-based codes. Documentation of a performance-based design includes delineation of the scope and goals with agreement between the designer, architect, building owner, and authority having jurisdiction, examination of the relevant code statutes, development of appropriate fire scenarios which meet the requirements of the performance matrices, thorough documentation of all design tool and calculation assumptions and limitations, and a clear demonstration of satisfactory accomplishment of stated goals and objectives. Finally, performance-based design alternatives to a prescriptively-designed 40 story office building were developed. There were three major design alternatives. The first design feature was the evacuation of occupants using elevators. The second alternative was the use of the assured fire safety system, which combined emerging technologies in fire detection, alarm, and suppression. The final design alternative was the routing of the domestic water supply through the sprinkler riser in order increase the reliability of the sprinkler system and save design, material, and installation costs associated with the domestic water supply risers. Finally, this project analyzed the specific life-cycle economic impact of the design alternatives when compared to the prescriptive design.
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Kihlberg, Fredric. « Prestandabaserad design genomkonceptuell energianalys : Performance-based design through conceptual energy analysis ». Thesis, KTH, Byggteknik och design, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36497.

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This degree project aims to investigate the potential and possibilities for conceptual energyanalyses in the early stages of the design process. Many key decisions are made in theearly stages of a project regarding the shape and orientation of the building. Conceptualenergy analyses can provide the architects with insight regarding different design option’srelative energy performance.As the demands for more sustainable buildings increases, so does the need for earlyenergy analyses. Performing analyses in the early stage requires many assumptions andguesswork which could lead to a large margin of error.The offering from Autodesk is a module in Revit Architecture/MEP and the stand aloneprogram Project Vasari (under development). It is an interesting tool for architects with aneasy and quick work flow and can easily be implemented in today’s design process.The analysis of the results generated shows that the program has a margin of error thatmake some of the features less useful. Comparing the results with an analysis done in amore established and sophisticated software suggests that the result at this stage cannot betrusted.
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Hedayati, Mohammad Hassan. « Performance-based design of stainless steel blast walls ». Thesis, University of Aberdeen, 2018. http://digitool.abdn.ac.uk:80/webclient/DeliveryManager?pid=239895.

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Stainless steel profiled walls have increasingly been used in the process and other industries to protect people and personnel against hydrocarbon or chemical explosions. The existence of various uncertainties, in particular the ones associated with explosion loading and parameters, make the current design and assessment which are based on single degree of freedom (SDOF) and deterministic approach, very complicated and in many cases leading to unreliable design assessment. Therefore, developing an appropriate reliability approach for assessing and designing blast wall structures would greatly assist in improving the safety of personnel and plant facilities. The objective of this research study is to develop a practical framework for performance based design of stainless steel profiled barrier blast walls, with specific focus on reliability assessment by implementing stochastic finite element analysis (SFEA). Initially, the current traditional SDOF method is reviewed to identify the related issues and weaknesses and accordingly an appropriate method for structural assessments of the blast walls is proposed. Furthermore, a comprehensive investigation on various available methods is carried out to identify a suitable probabilistic approach for the reliability assessments. The corresponding reliability of these structures is evaluated with a MCS method, implementing the Latin Hypercube Sampling (LHS) approach. A programming package is developed using Ansys Parametric Design Language (APDL), to generate parametric finite element models and to perform automated reliability assessments. The significant uncertainties are combined with an advanced analysis model to investigate the influence of loading, material and geometric uncertainties on the response of these structures under realistic boundary conditions and connection configuration. Effective implementation of the framework is achieved by the development of a combined programming package to deal with both finite element and reliability analyses. A further development for this research study is associated with the development of performance based design approach, using the results of the probabilistic and finite element assessments. This can be utilised for optimum and appropriate design of the blast wall structures, based on the defined performance levels. Application and practicality of the developed approach and associated programming package is demonstrated through a number of case studies of realistic stainless steel profiled barriers subject to explosion loading. The results of the preliminary probabilistic case studies confirm that the explosion loading is the main influential input parameter and also nonlinearities are more critical than dynamic effects for unstiffened profiled barrier blast walls. An appropriate dynamic load factor (DLF) is proposed for the preliminary stage of the design and assessments. It is observed that using the probabilistic approach can help identify the important variables and parameters to optimize the design of profiled blast walls, and to perform risk assessments for these structures. The study is expanded to develop a performance based design methodology, linking the probabilistic results with various performance levels and associated parameters (e.g., damage levels). The results and discussions of the case studies associated with performance based design assessments confirm the suitability of the proposed framework, and also highlight the complications in defining intermediate levels, without preliminary investigations. This shows that QRA approach and involvement of professionals can play an important role to develop performance levels and the associated objectives. The developed programming package and associated framework are expected to provide valuable guidance to professional design engineers and researchers, by obviating the need for complex computational requirements.
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Parkinson, David L. « Performance based design of structural steel for fire conditions ». Link to electronic thesis, 2002. http://www.wpi.edu/Pubs/ETD/Available/etd-0821102-115014.

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Alvarez, Rodriguez Alberto. « An integrated framework for the next generation of Risk-Informed Performance-Based Design approach used in Fire Safety Engineering ». Digital WPI, 2013. https://digitalcommons.wpi.edu/etd-dissertations/5.

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Review of decades of worldwide experience using standards, codes and guidelines related to performance-based fire protection design for buildings has identified shortcomings in the interpretation, application and implementation of the performance-based design process, wide variation in the resulting levels of performance achieved by such designs, and several opportunities to enhance the process. While others have highlighted shortcomings in the past, as well as some ideas to enhance the process, it is proposed that a more fundamental change is needed. First, the political and technical components of the process need to be clearly delineated to facilitate better analysis and decision-making within each component. Second, the process needs to be changed from one which focuses only on fire safety systems to one which views buildings, their occupants and their contents as integrated systems. In doing so, the activities associated with the normal operation of a building and how they might be impacted by the occurrence of a fire event become clearer, as do mitigation options which account for the behaviors and activities associated with normal use. To support these changes, a new framework for a risk-informed performance-based process for fire protection design is proposed: one which is better integrated than current processes, that treats a fire event as a disruptive event of a larger and more complex "building-occupant" system, and that provides more specific guidance for engineering analysis with the aim to achieve more complete and consistent analysis. This Ph.D. Dissertation outlines the challenges with the existing approaches, presents the "building-occupant" system paradigm, illustrates how viewing fire (or any other hazard) as a disruptive event within an holistic "building-occupant" system can benefit the overall performance of this system over its lifespan, and outlines a framework for a risk-informed performance-based process for fire protection design. Case studies are used to illustrate shortcomings in the existing processes and how the proposed process will address these. This Dissertation also includes a plan of action needed to establish guidelines to conduct each of the technical steps of the process and briefly introduces the future work about how this plan could be practically facilitated via a web-platform as a collaborative environment.
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Slovenec, Derek. « Multi-Hazard Assessment and Performance-Based Design of Facade Systems including Building Frame Interaction ». Case Western Reserve University School of Graduate Studies / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=case1560187143941942.

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Lloydd, Delwyn. « Evaluation of the Conceptual Framework for Performance Based Fire Engineering Design in New Zealand ». Thesis, University of Canterbury. Civil Engineering, 2008. http://hdl.handle.net/10092/2754.

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The Department of Building and Housing is currently developing a performance framework that will, if adopted, provide a compulsory methodology for performance based fire engineering designs to prove compliance with the fire safety requirements of the New Zealand Building Code. The conceptual performance framework currently includes eight design fire scenarios, fire loads for particular building uses, and tenability criteria for the life safety of occupants. As the level of fire safety within the Code is not explicit, the Department of Building and Housing determined that the performance framework for fire should ensure buildings are designed and built to provide the same level of safety as if they complied with the current Compliance Document for New Zealand Building Code Fire Safety Clauses, C/AS1. This work analysed 12 buildings with a range of uses, which comply with the current C/AS1, using the conceptual performance framework to provide a risk comparison for life safety. Accepted, previously established calculation and modelling methods were used to test the case buildings to the performance framework. None of the buildings met the pass criteria proposed for life safety. Consequently, to comply with the performance framework, a building would be required to be designed to a higher level of safety than is currently accepted to meet code. This shows the current proposal provides a more onerous design regime for fire safety for buildings than the current C/AS1. The results of this research show the conceptual performance framework for fire safety is not ready to be included into New Zealand building regulations in its present form. Furthermore, protection from fire for primary structural members and systems, to protect against building collapse, and tenability criteria and fire fighting access for fire fighters needs to be developed and included in the framework.
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Lange, David. « Risk and performance based fire safety design of steel and composite structures ». Thesis, University of Edinburgh, 2009. http://hdl.handle.net/1842/3159.

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For the development of performance based design on a proper scientific basis the use of the concept of risk is inevitable. However, the application of this concept to actual structural design is not simple because of the large ranges of probability and consequences of events which exist. This is compounded by a plethora of different actions that can be taken to reduce the probabilities of the events and also the magnitude of the consequences. It is the reduction in the magnitude of these consequences which is essentially the goal of design. This work aims to address the challenges posed by the application of the concepts of performance based design for structures in fire. Simple methodologies have been developed for the assessment of the consequences of an extreme event. These methodologies are based upon fundamental behaviour of structures in fire. A methodology has been developed which can be used to assess the capacity/deflection behaviour through the complete thermal deflection of floor slabs. This takes into account positive effects on the capacity of floor slabs of the membrane stress at the slabs boundaries at low deflections as well as the final capacity provided by the tensile membrane action of the reinforcement mesh at high deflections. For vertical stability of structures in fire, analytical equations to describe the behaviour of floor systems at the perimeter of a building are developed. From these equations, the resulting pull-in forces on external columns can be calculated as well as the resulting horizontal load applied to the column. From this, a simple stability assessment is proposed which can be used to assess the consequences of multiple floor fires on tall buildings. These analytical methodologies are brought together in a risk based frame- work for structural design which can be used to identify areas in a building or structural components which pose a high residual risk. These elements can be qualitatively ’ranked’ according to their relative risk and appropriate measures taken to reduce the risk to an acceptable level. The framework is illustrated via 2 case studies. The first is of a typical small office building, and the second is of a prestige office development.
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Luis, Alberto Bedriñana Mera. « SEISMIC PERFORMANCE AND SEISMIC DESIGN OF DAMAGE-CONTROLLED PRESTRESSED CONCRETE BUILDING STRUCTURES ». Kyoto University, 2018. http://hdl.handle.net/2433/235084.

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Lee, Dong Kyu. « High energy efficient building envelope design with integrated workflow in multidisciplinary performance criteria ». Thesis, Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/47673.

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Livres sur le sujet "Building Performance Based Design"

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Hens, Hugo. Performance Based Building Design 1. Weinheim, Germany : Wiley-VCH Verlag GmbH & Co. KGaA, 2012. http://dx.doi.org/10.1002/9783433601952.

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Goel, Subhash C. Performance-based plastic design : Earthquake-resistant steel structures. Country Club Hills, IL : International Code Council, 2008.

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Shih-Ho, Chao, et National Council of Structural Engineers Associations., dir. Performance-based plastic design : Earthquake-resistant steel structures. Country Club Hills, IL : International Code Council, 2008.

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Building performance-based 360 degree assessments : From design to delivery. Edina, Minn : Adams Business & Professional, 2008.

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J, Meacham Brian, et International Code Council, dir. Performance-based building design concepts : A companion document to the ICC performance code for buildings and facilities. Falls Church, Va : International Code Council, 2004.

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L, Parkinson David, Kodur Venkatesh, Sullivan Paul D et Structural Engineering Institute. Special Design Issues--Fire Protection Committee., dir. Performance-based design of structural steel for fire conditions : A calculation methodology. Reston, VA : American Society of Civil Engineers, 2008.

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Takewaki, Izuru. Building control with passive dampers : Optimal performance-based design for earthquakes. Singapore : J. Wiley & Sons (Asia), 2009.

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Yamanouchi, Hiroyuki. Performance-based engineering for structural design of buildings. [Tokyo] : Building Research Institute, Ministry of Construction, 2000.

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M, Bracci Joseph, dir. Performance-based design of concrete building for wind loads : October 24, 2004 : San Francisco, California, USA. Farmington Hills, Ill : American Concrete Institute, 2006.

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Council, Applied Technology, United States. Federal Emergency Management Agency. et National Earthquake Hazards Reduction Program (U.S.), dir. Next-generation performance-based seismic design guidelines : Program plan for new and existing buildings. Washington, D.C : FEMA, 2006.

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Chapitres de livres sur le sujet "Building Performance Based Design"

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Manohar, Sharad, et Suhasini Madhekar. « Performance-Based Seismic Design ». Dans Seismic Design of RC Buildings, 417–37. New Delhi : Springer India, 2015. http://dx.doi.org/10.1007/978-81-322-2319-1_11.

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Aschheim, Mark, Enrique Hernández et Dimitrios Vamvatsikos. « Performance-based seismic design ». Dans Design of Reinforced Concrete Buildings for Seismic Performance, 193–201. Boca Raton : Taylor & Francis, a CRC title, part of the Taylor & Francis imprint, a member of the Taylor & Francis Group, the academic division of T& F Informa, plc, [2019] | : CRC Press, 2019. http://dx.doi.org/10.1201/b19964-10.

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Augenbroe, Godfried. « The role of simulation in performance-based building ». Dans Building Performance Simulation for Design and Operation, 343–73. Second edition. | Abingdon, Oxon ; New York, NY : Routledge, 2019. : Routledge, 2019. http://dx.doi.org/10.1201/9780429402296-10.

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Khalid, Muhammad Umar, Muhammad Khalid Bashir et Darryl Newport. « Development of a Building Information Modelling (BIM)-Based Real-Time Data Integration System Using a Building Management System (BMS) ». Dans Building Information Modelling, Building Performance, Design and Smart Construction, 93–104. Cham : Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-50346-2_7.

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Pujari, P. D., et S. N. Madhekar. « Performance Based Seismic Design of Reinforced Concrete Symmetrical Building ». Dans Advances in Structural Engineering, 945–54. New Delhi : Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_74.

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England, Paul, David Barber, Daniel Brandon, Christian Dagenais, Gianluca De Sanctis, Michael Klippel, Dennis Pau et Colleen Wade. « Performance-based design and risk assessment ». Dans Fire Safe Use of Wood in Buildings, 369–92. Boca Raton : CRC Press, 2022. http://dx.doi.org/10.1201/9781003190318-11.

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Chen, Yuhan, Youyu Lu, Tianyi Gu, Zhirui Bian, Likai Wang et Ziyu Tong. « From Separation to Incorporation - A Full-Circle Application of Computational Approaches to Performance-Based Architectural Design ». Dans Proceedings of the 2021 DigitalFUTURES, 189–98. Singapore : Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5983-6_18.

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AbstractIn performance-based architectural design, most existing techniques and design approaches to assisting designers are primarily for a single design problem such as building massing, spatial layouts, or facade design. However, architectural design is a synthesis process that considers multiple design problems. Thus, for achieving an overall improvement in building performance, it is critical to incorporate computational techniques and methods into all key design problems. In this regard, this paper presents a full-circle application of different computational design approaches and tools to exploit the potential of building performance in driving architectural design towards more novel and sustainable buildings as well as to explore new research design paradigms for performance-based architectural design in real-world design scenarios. This paper takes a commercial complex building design as an example to demonstrate how building performance can be incorporated into different building design problems and reflect on the limitations of existing tools in supporting the architectural design.
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Silva, Maria João Falcão, Nuno Marques de Almeida, Filipa Salvado et Hugo Rodrigues. « Structural Performance Evaluation System for Improved Building Resilience and Reliability ». Dans Reliability-Based Analysis and Design of Structures and Infrastructure, 189–214. Boca Raton : CRC Press, 2021. http://dx.doi.org/10.1201/9781003194613-14.

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Franchin, Paolo, et Paolo Emilio Pinto. « Direct Probability-Based Seismic Design of RC Buildings ». Dans Advances in Performance-Based Earthquake Engineering, 235–44. Dordrecht : Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-8746-1_22.

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Naeim, Farzad. « Performance Based Seismic Design of Tall Buildings ». Dans Geotechnical, Geological, and Earthquake Engineering, 147–69. Dordrecht : Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-90-481-9544-2_7.

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Actes de conférences sur le sujet "Building Performance Based Design"

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Handzhiyski, Lachezar V., et Kevin S. Moore. « Innovative Seismic Design using Performance-based Procedures ». Dans IABSE Congress, New York, New York 2019 : The Evolving Metropolis. Zurich, Switzerland : International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.2063.

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<p>In modern projects, performance based seismic design (PBD) procedures are often used to design buildings in areas of high seismic activity that meet defined performance objectives instead of prescriptive building code requirements or have certain features and configurations that are not normally permitted by the building codes. Evaluating buildings with PBD is computationally intensive and time-consuming, resulting in little opportunity for iteration during the design development phase. This paper illustrates how rigorous use of PBD can result in less expensive and more sustainable buildings that meet the intent of building codes with a higher degree of precision than typical code-compliant designs.</p><p>Several examples show the relative cost of a building designed using PBD procedures compared with that of a conventional code-based design. The first example compares a PBD concrete core-only system with a code- based dual system comprising concrete core walls and moment frames. The second example presents direct benefit resulting from PBD, reducing vertical and confining steel reinforcing in concrete wall buildings. The third example shows PBD reducing column and foundation demands in structural steel braced frame buildings. Project stakeholders can use the presented data to evaluate the economic viability of PBD for their structures.</p>
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Paiva, Rayane de Lima Moura, Adriana Paiva Souza Martins, Lucas Rosse Caldas, Oscar A. M. Reales et Romildo Dias Toledo Filho. « Earth-Based Mortars : Mix Design, Mechanical Characterization and Environmental Performance Assessment ». Dans 4th International Conference on Bio-Based Building Materials. Switzerland : Trans Tech Publications Ltd, 2022. http://dx.doi.org/10.4028/www.scientific.net/cta.1.271.

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The incorporation of sustainable materials in the civil construction sector has grown in recent years to minimize environmental impacts. Among these materials, the use of earth, a local raw material that does not require much energy for its processing, appears as an advantageous and promising alternative. Earth mortars stabilized with natural binders, when compared to conventional mortars, can have technological, economic and environmental advantages. The objective of this work was to develop an earth-based mortar stabilized with mineral binders using a 1:3 binder to aggregate mass proportion, and to evaluate its fresh and hardened state properties, as well as its environmental impacts using Life Cycle Assessment (LCA) with a cradle to gate scope. The selected materials were divided in four groups: (i) cement, hydrated lime, fly ash and metakaolinite (binders), (ii) natural sand and coarse fraction of the earth (aggregates), (iii) calcium chloride and superplasticizer (additives) and (iv) water. In the matrix formulation the clay fraction from earth constituted the majority of the binder. The selection of supplementary cementitious materials as additional binders provided improvements in workability and mechanical properties of the mortar. A mix design was carried out using different cement (5; 7.5 and 10%) and fly ash (11; 13.5 and 16%) mass percentages. The water/binder material ratio, superplasticizer content and calcium chloride content were 0.65; 2% and 1%, respectively. The results showed that an increase in fly ash content combined with a decrease in cement content provided an increase in workability and a decrease in mechanical properties of mortars. Nevertheless, the mechanical performance of the mortars remained above the minimum values prescribed in Brazilian construction codes. From the results analysis it was concluded that partial replacement of cement by fly ash provided greater workability in the fresh state and reduced the environmental impacts of the earth-based mortar.
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LOONEN, Roel, et Jan Lm HENSEN. « Dynamic Sensitivity Analysis For Performance-based Building Design And Operation ». Dans 2017 Building Simulation Conference. IBPSA, 2013. http://dx.doi.org/10.26868/25222708.2013.1146.

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Grahovac, Milica, Paul Ehrlich, Jianjun Hu et Michael Wetter. « Data Center Chiller Plant : Simulation-based Comparative Control Design Case Study ». Dans 2022 Building Performance Analysis Conference and SimBuild. ASHRAE and IBPSA-USA, 2022. http://dx.doi.org/10.26868/25746308.2022.simbuild2022_c042.

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Grahovac, Milica, Paul Ehrlich, Jianjun Hu et Michael Wetter. « Data Center Chiller Plant : Simulation-based Comparative Control Design Case Study ». Dans 2022 Building Performance Analysis Conference and SimBuild. ASHRAE and IBPSA-USA, 2022. http://dx.doi.org/10.26868/25746308.2022.c042.

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« Performance-Based Design of RC Buildings for Wind Loads - Overview and Issues ». Dans SP-240 : Performance-Based Design of Concrete Building for Wind Loads. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18289.

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« The Nature of Wind Loads and Dynamic Response ». Dans SP-240 : Performance-Based Design of Concrete Building for Wind Loads. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18290.

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« Components of Lateral Deflection in Sway Frames ». Dans SP-240 : Performance-Based Design of Concrete Building for Wind Loads. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18293.

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« Structural Systems for Concrete Buildings ». Dans SP-240 : Performance-Based Design of Concrete Building for Wind Loads. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18291.

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« Modeling Assumptions for Lateral Analysis ». Dans SP-240 : Performance-Based Design of Concrete Building for Wind Loads. American Concrete Institute, 2006. http://dx.doi.org/10.14359/18292.

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Rapports d'organisations sur le sujet "Building Performance Based Design"

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Harris III, John L., et Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 1 : Special Moment Frames. National Institute of Standards and Technology, février 2015. http://dx.doi.org/10.6028/nist.tn.1863-1.

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Harris III, John L., et Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 3 : Eccentrically Braced Frames. National Institute of Standards and Technology, février 2015. http://dx.doi.org/10.6028/nist.tn.1863-3.

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Chen, Yixing, Jianshun Zhang, Michael Pelken, Lixing Gu, Danial Rice, Zhaozhou Meng, Shewangizaw Semahegn et al. Virtual Design Studio (VDS) - Development of an Integrated Computer Simulation Environment for Performance Based Design of Very-Low Energy and High IEQ Buildings. Office of Scientific and Technical Information (OSTI), septembre 2013. http://dx.doi.org/10.2172/1244308.

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Harris III, John L., et Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 2 : Special Concentrically Braced Frames. National Institute of Standards and Technology, février 2015. http://dx.doi.org/10.6028/nist.tn.1863-2.

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Speicher, Matthew S., et John L. Harris III. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 4 : Buckling-Restrained Braced Frames. National Institute of Standards and Technology, juin 2021. http://dx.doi.org/10.6028/nist.tn.1863-4.

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Kao, James Y. Direct digital control based building automation system design criteria. Gaithersburg, MD : National Institute of Standards and Technology, 1991. http://dx.doi.org/10.6028/nist.ir.4604.

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Meacham, Brian J., et Alberto Alvarez-Rodriguez. Risk-Informed Performance-Based Design Concepts and Framework. National Institute of Standards and Technology, décembre 2015. http://dx.doi.org/10.6028/nist.gcr.15-1000.

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Michel, Kenan. Performance Based Seismic Design of Lateral Force Resisting System. University of California, San Diego, octobre 2020. http://dx.doi.org/10.25368/2020.126.

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Kneifel, Joshua, Eric O'Rear, David Webb, Anne Landfield Greig et Sangwon Suh. Building industry reporting and design for sustainability (BIRDS) building code-based residential database technical manual : update. Gaithersburg, MD : National Institute of Standards and Technology, juillet 2018. http://dx.doi.org/10.6028/nist.tn.1999.

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Smith, Ralph C. Model-Based Compensator and Control Design for High Performance Nonlinear Tranducers. Fort Belvoir, VA : Defense Technical Information Center, mars 2004. http://dx.doi.org/10.21236/ada425766.

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