Relevant bibliographies by topics / Performance-based design

Academic literature on the topic 'Performance-based design'

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Published: 4 June 2021
Last updated: 14 March 2023

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Journal articles on the topic "Performance-based design"

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Kasimzade, Azer A., Sertaç Tuhta, and Gencay Atmaca Ibrahim Alameri Obaidullah Abrar. "Novel Approach on Performance-Based Aseismic Design Based on FEMA Requirements." International Journal of Trend in Scientific Research and Development Volume-3, Issue-1 (December 31, 2018): 812–16. http://dx.doi.org/10.31142/ijtsrd19068.

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Tyers, Alex. "Performance based design." Information Design Journal 16, no. 3 (December 8, 2008): 202–15. http://dx.doi.org/10.1075/idj.16.3.04tye.

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This paper is about the application of professional information design practices that have grown out of research conducted by the Communication Research Institute (CRI), formerly the Communication Research Institute of Australia (CRIA), and others. In particular, it focuses on the role of testing in studio practice. Starting in the mid 1980s, CRI undertook a number of large-scale applied projects funded by government and industry to improve the quality of communication between large organisations and the public. The research focused on discovering the best methods for designing information for public use. The CRI research was able to draw on a substantial body of prior research in design methods (e.g. Jones 1970), document designs (e.g. Felker et al 1980) and specifically in information design (e.g. Easterby & Zwaga 1984). Moreover, a growing number of significant case histories published in this journal have provided an emerging view of professional practice in the field (e.g. Goodwin 1984, Tomaselli & Tomaselli 1984, Waller 1984) This early work suggests the possibility of a unified set of highly productive information design methods, and was foreshadowed in the important contributions of Pat Wright (e.g. Wright 1979). The work started at CRI in the mid-1980s focused on unifying information design methods and demonstrating their productivity (Fisher and Sless 1990). By 1992, it was possible to suggest that the resulting design methods had a wide general application to information design (Sless 1992). However, it remained to demonstrate that these methods could be applied consistently across a range of information design problems and that the resultant designs could consistently perform at an acceptable level. This paper reports on that demonstration. In particular it shows through practical examples how testing and measurement of a design’s performance has become an integral part of professional information design practice.
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Razavi, Seyed Reza, and Yong Zeng. "Performance Based Design." Journal of Integrated Design and Process Science 22, no. 3 (November 22, 2019): 1–2. http://dx.doi.org/10.3233/jid180017.

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Kalay, Yehuda E. "Performance-based design." Automation in Construction 8, no. 4 (April 1999): 395–409. http://dx.doi.org/10.1016/s0926-5805(98)00086-7.

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Priestley, M. J. N. "Performance based seismic design." Bulletin of the New Zealand Society for Earthquake Engineering 33, no. 3 (September 30, 2000): 325–46. http://dx.doi.org/10.5459/bnzsee.33.3.325-346.

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One of the major developments in seismic design over the past 10 years has been increased emphasis on limit states design, now generally termed Performance Based Engineering. Three techniques - the capacity spectrum approach, the N2 method and direct displacement-based design have now matured to the stage where seismic assessment of existing structures, or design of new structures can be carried out to ensure that particular deformation-based criteria are met. The paper will outline and compare the three methods, and discuss them in the context of traditional force-based seismic design and earlier design approaches which contained some elements of performance based design. Factors defining different performance states will be discussed, including the need, not yet achieved, to include residual displacement as a key performance limit. Some emphasis will be placed on soil-related problems, and the incorporation of soil/structure interaction into performance-based design. It will be shown that this is relatively straightforward and results in consistent design solutions not readily available with force-based designs using force-reduction factors.
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Bhagat, Meena A., and Shubhangi Kakde. "Study on Performance on Force Based Design Vs Displacement Based Design In Evaluating Seismic Demand on Regular Rcc Structure." Journal of Advances and Scholarly Researches in Allied Education 15, no. 2 (April 1, 2018): 626–29. http://dx.doi.org/10.29070/15/56940.

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Harada, Kazunori. "Performance Based Codes and Performance Based Fire Safety Design." Fire Science and Technology 19, no. 1 (1999): 1–10. http://dx.doi.org/10.3210/fst.19.1.

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Wan, Hai Tao, and Lin Yang. "Method of Performance-Based Design." Applied Mechanics and Materials 438-439 (October 2013): 1603–6. http://dx.doi.org/10.4028/www.scientific.net/amm.438-439.1603.

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In order to overcome some deficiency of design, 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. Methods of performance-based design mainly include displacement coefficient method; direct displacement based design method, capacity spectrum method and improved capacity spectrum method. Through the understanding of the main methods, enable us to better understand performance-based design, so as to improve the design of civil engineering.
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Wen, Y. K. "Reliability and performance-based design." Structural Safety 23, no. 4 (October 2001): 407–28. http://dx.doi.org/10.1016/s0167-4730(02)00011-5.

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Ingle, Prashant G., and 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 (April 1, 2018): 340–44. http://dx.doi.org/10.29070/15/56843.

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Dissertations / Theses on the topic "Performance-based design"

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Chenouda, Mouchir. "Performance based design of degrading structures." [Tampa, Fla] : University of South Florida, 2006. http://purl.fcla.edu/usf/dc/et/SFE0001447.

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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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Albano, Leonard D. (Leonard Daniel). "An axiomatic approach to performance-based design." Thesis, Massachusetts Institute of Technology, 1992. http://hdl.handle.net/1721.1/13196.

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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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Mohammadi, Alireza. "Wind Performance Based Design for High-Rise Buildings." FIU Digital Commons, 2016. http://digitalcommons.fiu.edu/etd/3032.

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The rapid growth of high-rise high-density urban areas in coastal and near coastal, hurricane-prone cities has been observed globally and in the United States in recent decades. Favored by modern urban growth and planning policies, this trend is expected to accelerate in future. Recent climate change studies suggest a significant increase in the destructiveness of hurricanes in past 30 years by both increases in lifetime and intensity of hurricanes. Current prescriptive wind design approach does not provide transparent methods and criteria to reliably quantify the performance of buildings as well as the functional requirements necessary to accommodate large populations during extreme wind. Since this approach primarily intends to keep the structural system essentially elastic, the more efficient design may be achievable by allowing controlled inelasticity in structural components. All these facts put a great emphasis on using a reliable wind design and assessment approach evidently describing the performance of high-rise building to wind loads beyond the current design wind loads. This dissertation presents the development of a wind performance-based engineering approach and its practical implementation for three, 47-, 40- and 30-story steel moment frame high-rise buildings. In this study, the nonlinear dynamic responses of the buildings to different wind hazard levels were evaluated by developing 3D nonlinear finite element models and utilizing a wind incremental dynamic analysis (IDA) approach. The wind loading for the 47-story building was measured by conducting wind pressure testing on a scaled rigid model at the Wall of Wind (WOW) facility at Florida International University. For two other buildings wind loads were acquired using TPU Aerodynamic Database. Using the IDA results and adopting available wind performance criteria, a wind performance assessment approach was developed representing the estimated performance levels as a function of the basic wind speed. Three types of wind performance were evaluated: structural component performance; cladding performance to wind-induced shear deformation; and serviceability motion comfort performance. This evaluation indicated remarkable lateral capacity associated with allowing controlled structural nonlinearity, in contrast to considerations required to assure acceptable serviceability and non-structural (e.g. cladding) performances.
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Lu, Yang. "Seismic soil-structure interaction in performance-based design." Thesis, University of Nottingham, 2016. http://eprints.nottingham.ac.uk/33704/.

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Soil-Structure Interaction (SSI) procedures for performance-based seismic design of building structures have been in existence in design guidelines and provisions for decades. However, several issues still remain regarding the application of these procedures to inelastic multi-storey buildings. Three main issues are identified and investigated in this research. Firstly, the gap between code-specified design response spectra and base shear demands of inelastic flexible-base multi-storey buildings is bridged by introducing a strength reduction factor RF and a Multi-Degree-Of-Freedom (MDOF) modification factor RM. The strength reduction factor RF, derived based on the combined (and similar) effects of SSI and structural yielding, allows base shear demands of a flexible-base yielding Single-Degree-Of-Freedom (SDOF) structure to be calculated directly from code design response spectra. The MDOF modification factor RM links base shear demand of a MDOF structure to that of its SDOF counterpart. Secondly, the effect of frequency content of ground motions on elastic and inelastic flexible-base buildings located on very soft soil profiles is examined. Results showed that normalising the equivalent period of a SSI system Tssi by the corresponding predominant periods resulted in more rational spectra for seismic design purposes. In the elastic response spectra, Tssi is normalised by the spectrum predominant period TP corresponding to the peak ordinate of a 5% damped elastic acceleration spectrum, while for nonlinear structures Tssi should be normalised by the predominant period of the ground motion, Tg, at which the relative velocity spectrum reaches its maximum value. It is shown that an actual SSI system can be replaced by an equivalent fixed-base SDOF (EFSDOF) oscillator having a natural period of Tssi, a viscous damping ratio xissi and a global ductility ratio of mussi. The EFSDOF oscillator performed well for linear systems while, in general, overestimated ductility reduction factor Rmu of SSI systems with high initial damping ratio, which consequently led to an underestimation of inelastic displacement ratio Cmu. The two issues stated above were addressed by results of a large number of response history analyses performed using a simplified SSI model where the foundation response was assumed to be linearly elastic and frequency-dependent. The soil-foundation model, developed on the basis of the cone theory, has been verified to be a reliable tool for simulating dynamic soil-foundation interaction. Finally, in order to take into account foundation nonlinearity in preliminary seismic design of building structures, a simplified nonlinear sway-rocking model was developed. The proposed model is intended to capture the nonlinear load-displacement response of shallow foundations during strong earthquake events where foundation bearing capacity is fully mobilised. Emphasis is given to heavily-loaded structures resting on a saturated clay half-space. The variation of soil stiffness and strength with depth, referred to as soil non-homogeneity, is considered in the model. Although independent springs are utilised for each of the swaying and rocking motions, coupling between these motions is taken into account by expressing the load-displacement relations as functions of the factor of safety against vertical bearing capacity failure (FSV) and the moment-to-shear ratio (M/H). The simplified model is calibrated and validated against results from a series of static push-over and dynamic analyses performed using a more rigorous finite-difference numerical model. Despite some limitations of the current implementation, the concept of this model gives engineers more degrees of freedom in defining their own model components, providing a good balance between simplicity, flexibility and accuracy.
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Langham, Zoe A. "Design and performance of felodipine-based solid dispersions." Thesis, University of Nottingham, 2011. http://eprints.nottingham.ac.uk/12470/.

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In recent years the pharmaceutical industry has seen a rise in the number of drug compounds with low aqueous solubility, and consequently poor oral bioavailablility. One potential solution to this problem is to formulate such compounds as solid dispersions, whereby the drug is dispersed in a carrier matrix in the solid state. In this thesis, the hypothesis that a number of drug-drug and drug-polymer intermolecular interactions influence the physical stability and dissolution performance of solid dispersions is considered. The aim is to use correlations between drug molecular structure and solid dispersion performance to develop a platform to rapidly assess whether drug compounds will have favourable properties when formulated as a solid dispersion. Amorphous felodipine/copovidone solid dispersions are used as a model system to develop a suitable testing regime with regards to physical stability and dissolution performance. A laser light scattering technique developed in this work shows that morphological changes in felodipine/copovidone films exposed to water are due to polymer swelling. A combination of dissolution testing methodologies is also used to suggest a mechanism for the dissolution of bulk solid dispersion samples. Contributions of individual functional groups in the felodipine analogues to the physical stability and dissolution performance of their amorphous solid dispersions are assessed. Blocking of the felodipine amine hydrogen-bond-donor with an N-methyl, and the removal of chlorine substituents are both shown to reduce the physical stability of the solid dispersions. Correlations between molecular descriptors and data from the above experiments show that drug compounds are more likely to crystallise from solid dispersions with copovidone if they have a low log P, low relative molecular mass and low polarizability. Such correlations can form the basis of a screening method for the molecular design of analogous drug compounds likely to form high-performance solid dispersions with copovidone.
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Eshghi, Sassan. "Performance-based seismic design of reservoir intake towers." Thesis, University of Bristol, 1998. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.265307.

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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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Mirković, Jelena. "Design and performance analysis of MIMO based WLANs /." Aachen : Mainz, 2009. http://d-nb.info/996995641/04.

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Books on the topic "Performance-based design"

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Pucel, David J. Performance-based instructional design. New York: Gregg Division, McGraw-Hill, 1989.

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Marsh, M. Lee, and Stuart J. Stringer. Performance-Based Seismic Bridge Design. Washington, D.C.: Transportation Research Board, 2013. http://dx.doi.org/10.17226/22632.

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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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Marsh, M. Lee. Performance-based seismic bridge design. Washington, D.C: Transportation Research Board, 2013.

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Neuman, Timothy R., Richard C. Coakley, Srikanth Panguluri, and Douglas W. Harwood. A Performance-Based Highway Geometric Design Process. Washington, D.C.: Transportation Research Board, 2016. http://dx.doi.org/10.17226/24626.

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Pucel, David J. Developing and evaluating performance-based instruction. 3rd ed. New Brighton, MN: Performance Training Systems, Inc, 2005.

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Watson, Donald, Nam H. Tran, Carolina Rodezno, Adam J. Taylor, and Tommy M. James. Performance-Based Mix Design for Porous Friction Courses. Washington, D.C.: Transportation Research Board, 2018. http://dx.doi.org/10.17226/25173.

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

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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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Book chapters on the topic "Performance-based design"

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Hurley, Morgan J., and Eric R. Rosenbaum. "Performance-Based Design." In SFPE Handbook of Fire Protection Engineering, 1233–61. New York, NY: Springer New York, 2016. http://dx.doi.org/10.1007/978-1-4939-2565-0_37.

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Khazaii, Javad. "Performance-Based Standards." In Energy-Efficient HVAC Design, 39–46. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-11047-9_5.

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Fischinger, Matej, Klemen Rejec, and Tatjana Isaković. "Inelastic Shear Response of RC Walls: A Challenge in Performance Based Design Performance based design Performance based design Performance based design Performance based design and Assessment." In Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society, 347–63. Dordrecht: Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-8875-5_24.

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Georgiou, Odysseas, Paul Richens, and Paul Shepherd. "Performance Based Interactive Analysis." In Computational Design Modelling, 115–22. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-23435-4_14.

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Aschheim, Mark, Enrique Hernández, and Dimitrios Vamvatsikos. "Performance-based seismic design." In 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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Manohar, Sharad, and Suhasini Madhekar. "Performance-Based Seismic Design." In 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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McMullin, Paul W. "Performance-Based Seismic Design." In Special Structural Topics, 71–88. New York, NY : Routledge, 2018. | Series: Architect’s: Routledge, 2017. http://dx.doi.org/10.4324/9781315733722-4.

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Naeim, Farzad, Hussain Bhatia, and Roy M. Lobo. "Performance Based Seismic Engineering." In The Seismic Design Handbook, 757–92. Boston, MA: Springer US, 2001. http://dx.doi.org/10.1007/978-1-4615-1693-4_15.

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Petriu, Dorin, Daniel Amyot, and Murray Woodside. "Scenario-Based Performance Engineering with UCMNAV." In SDL 2003: System Design, 18–35. Berlin, Heidelberg: Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/3-540-45075-0_2.

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Stary, Chris, and Simone Stoiber. "Model-Based Electronic Performance Support." In Interactive Systems. Design, Specification, and Verification, 258–72. Berlin, Heidelberg: Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-540-39929-2_18.

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Conference papers on the topic "Performance-based design"

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Baerlecken, Daniel, Judith Reitz, Martin Manegold, and Arne Kuenstler. "Performance-based Design." In 2011 ACSA Teachers Conference. ACSA Press, 2011. http://dx.doi.org/10.35483/acsa.teach.2011.1.

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Michalatos and Kaijima underline in their paper ‘Structural Information as Material for Design’ (2007) the importance to approach an informed design consistency and respect the “criteria of efficiency, architectural intentions as well as intrinsic properties of the geometry” rather than simple structural optimization of a certain design. Our paper investigates this consistency between architecture and structure within the framework of parametric modeling, which requires architects, engineers and constructors to re-evaluate the feedback loop between how things are designed and constructed. As Mario Carpo (2008) points out CAD and CAM technologies have overthrown the “Albertian Paradigm” which claims that architects should not make things, but should just design and annotate them. As digital tools can be used to design and fabricate at the same time, CAD-CAM technologies have already started to bridge the gap between designers and makers. One of the most influential form related factors on the lighting situation inside the building is – due to its shading behaviour – the dimension and position of the supporting structure of the façade. It is important to investigate these positions at the beginning in-depth, since they serve as hypothesis for the entire planning process. In order to compare a catalogue of various design approaches and different designs in a timely manner, a parametric model has been built defining the rough form of the design.
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Unde, Yogesh, and Subramaniam Rajan. "Framework to Explore the Design Space for Design of Tall Buildings." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.554.

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Teh, Siew Hong, Chun Huat Heng, and Arthur Tay. "Adaptive library-based performance-based OPC for VLSI circuit." In Design for Manufacturability through Design-Process Integration III. SPIE, 2009. http://dx.doi.org/10.1117/12.814116.

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Daetz, Leif Ole, Jonas Robineau, and Stine Norskov. "Performance Based Practical Design." In IABSE Conference, Copenhagen 2018: Engineering the Past, to Meet the Needs of the Future. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/copenhagen.2018.137.

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This paper presents the application of ‘Performance Based Practical Design’ (PBPD) methods to Danish infrastructure projects. PBPD is a decision-making process developed by the US Federal Highway Administration (FHWA) and this paper adapts the process to the standards and regulations of Denmark, resulting in the development of a comparative tool for selecting project options. The tool was tested on the E45 highway in Jutland, which is to be widened from four to six lanes. Civil structures along the highway are identified and the constraints they offer to the road layout are determined and implemented in the tool. A rating for each cross-section is determined, enabling users to compare several cross-sections with regards to a project specific baseline and site-specific constraints and ensure a robust qualitative and quantitative process.
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Oxman, Rivka. "Performance-Based Design Geeration." In ASME 2008 9th Biennial Conference on Engineering Systems Design and Analysis. ASMEDC, 2008. http://dx.doi.org/10.1115/esda2008-59229.

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On the basis of analysis of the current state of the art key concepts and issues in the application of performance-based design in architecture are defined. Future directions for performance-based model that couple principles of evaluation and generation are proposed. Here generative and modifications of a design can be automatically achieved employing processes controlled by analytical and numeric findings. Instead of simulating the performance of a design, and re-design it after analysis and evaluation, it may be possible to directly inform, generate and automatically modify the design using performance-based simulations. The ability to directly manipulate the geometric properties of the digital model is defined and demonstrated.
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Yazici, Sevil. "Performance Based Pavilion Design." In eCAADe 2013: Computation and Performance. eCAADe, 2013. http://dx.doi.org/10.52842/conf.ecaade.2013.2.127.

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Menegon, Scott J., Hing-Ho Tsang, John L. Wilson, and Nelson T. K. Lam. "Displacement-based seismic design of limited ductile rectangular RC walls: from the design engineers perspective." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.501.

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"Direct Displacement-Based Design as an Alternative Method for Seismic Design of Bridges." In SP-271: Structural Concrete in Performance-Based Seismic Design of Bridges. American Concrete Institute, 2010. http://dx.doi.org/10.14359/51663890.

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Nethercot, David A. "Treating robustness as a performance based structural design requirement." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.1145.

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Baldassino, Nadia, Giacomo Roverso, and Riccardo Zandonini. "Robust design of steel and concrete composite structures." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.1197.

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Reports on the topic "Performance-based design"

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Meacham, Brian J., and Alberto Alvarez-Rodriguez. Risk-Informed Performance-Based Design Concepts and Framework. National Institute of Standards and Technology, December 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, October 2020. http://dx.doi.org/10.25368/2020.126.

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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, March 2004. http://dx.doi.org/10.21236/ada425766.

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Evans, Anthony G., Frederick A. Leckie, and J. W. Hutchinson. Mechanism-Based Design for High-Temperature, High-Performance Composites. Book 3. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada349610.

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Evans, Anthony G., Frederick A. Leckie, and J. W. Hutchinson. Mechanism-Based Design for High-Temperature, High-Performance Composites. Book 4. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada349611.

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Evans, Anthony G., Frederick A. Leckie, and J. W. Hutchinson. Mechanism-Based Design for High-Temperature, High-Performance Composites. Book 1. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada349612.

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Evans, Anthony G., Frederick A. Leckie, and J. W. Hutchinson. Mechanism-Based Design for High-Temperature, High-Performance Composites. Book 2. Fort Belvoir, VA: Defense Technical Information Center, September 1997. http://dx.doi.org/10.21236/ada349613.

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Kang, Keebom, Susan M. Sanchez, and Kenneth H. Doerr. A Design of Experiments Approach to Readiness Risk Analysis for Performance-Based Logistics. Fort Belvoir, VA: Defense Technical Information Center, September 2006. http://dx.doi.org/10.21236/ada498572.

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A. B. Robinson, G. S. Chang, Jr D. D. Keiser, D. M. Wachs, and D. L. Porter. Irradiation Performance of U-Mo Alloy Based ?Monolithic? Plate-Type Fuel ? Design Selection. Office of Scientific and Technical Information (OSTI), August 2009. http://dx.doi.org/10.2172/968567.

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Shen, Bo, and Zhenning LI. Model-based Design Optimization to Achieve the Performance Goals (16.0 SEER/9.5 HSPF). Office of Scientific and Technical Information (OSTI), September 2021. http://dx.doi.org/10.2172/1819582.

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You might also be interested in the extended bibliographies on the topic 'Performance-based design' for particular source types:
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