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Journal articles on the topic 'Performance-based design'

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Author: Grafiati

Published: 4 June 2021

Last updated: 14 March 2023

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1

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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2

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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3

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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4

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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5

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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6

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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7

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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8

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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9

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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10

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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11

Wan, Hai Tao, and Qing Mei Kong. "Research on Performance-Based Design Theory." Advanced Materials Research 594-597 (November 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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12

Tholt, Tomáš, Robert Löffler, Ján Pernecký, and Vladimír Šimkovič. "Performance-Based Generative Design and Fabrication." Applied Mechanics and Materials 820 (January 2016): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amm.820.3.

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The deterministic approach (philosophy) considers natural and civilizational phenomena (architecture) as a result of complex interactions and relations between passive and active actors. This view of architecture has a very close relation to digital methods. It has developed from automatized processes of design through parametric approach to the generative and emergent design. Architecture emerges as a non-linear interaction of endogenous and exogenous forces. It is technically impossible to predict this process (to plan or sketch it). It is, on the other hand possible to simulate it in digital as well as physical world. According to paradigm of emergent design, material and fabrication tool may be considered to be agents of the design process. A long-term goal of the research activities in the collaboration between Academy of Performing Arts, Faculty of Architecture at Slovak University of Technology and an independent platform Rese arch with the KUKA robotic arm is to create an emergent fabrication tool (process).

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13

Gil-oulbé, Mathieu, Fouad Adnan Noman Abdullah Al-Shaibani, and Abass Saad Lina. "Performance-Based Seismic Design for buildings." Structural Mechanics of Engineering Constructions and Buildings 16, no. 2 (December 15, 2020): 161–66. http://dx.doi.org/10.22363/1815-5235-2020-16-2-161-166.

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Structures are designed using current seismic design codes which are mostly based on Force-Based Design approach. The aim of the work is to implement the Performance-Based Seismic Design (PBSD) approach in concrete buildings. PBSD, which is a new concept in seismic design of structures, is a reliable approach capable of providing more detailed information on the performance levels of both structural and non-structural elements. Methods. In this study Performance-Based Seismic Design has been utilized on reinforced concrete irregular frame. In order to do this pushover analysis was done. Story drift ratios were chosen as deformation limits to define the performance levels for specific earthquake hazard levels. The results of this study show that Performance-Based Seismic Design gives a structure with better seismic load carrying capacity, thereby achieving the objective of performance as well as economy. It is also possible to conclude that PBSD obtained by above procedure satisfies the acceptance criteria for immediate occupancy and life safety limit states for various intensities of earthquakes.

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14

Marberg, Per-Anders, Håkan Frantzich, Robert Jönsson, Johan Lundin, and Tomas Rantatalo. "Practical Design and Performance Based Regulations." Fire Science and Technology 18, no. 1 (1998): 33–42. http://dx.doi.org/10.3210/fst.18.33.

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15

Salleh, Mohd Azwan, Nagamuttu Narendranathan, Eng Choy Lee, and Qusanssori Noor Rusli. "Performance based pavement design and construction." IOP Conference Series: Materials Science and Engineering 512 (April 24, 2019): 012053. http://dx.doi.org/10.1088/1757-899x/512/1/012053.

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16

Katsumi, T., C. H. Benson, G. J. Foose, and M. Kamon. "Performance-based design of landfill liners." Engineering Geology 60, no. 1-4 (June 2001): 139–48. http://dx.doi.org/10.1016/s0013-7952(00)00096-x.

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17

FAMME, JOSEPH B., CHARLES GALLAGHER, and TED RAITCH. "Performance-Based Design for Fleet Affordability." Naval Engineers Journal 121, no. 4 (October 2009): 117–32. http://dx.doi.org/10.1111/j.1559-3584.2009.00233.x.

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18

Albano, Leonard D., Jerome J. Connor, and Nam P. Suh. "A framework for performance-based design." Research in Engineering Design 5, no. 2 (June 1993): 105–18. http://dx.doi.org/10.1007/bf02032579.

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19

Becker, Rachel. "Fundamentals of performance-based building design." Building Simulation 1, no. 4 (November 13, 2008): 356–71. http://dx.doi.org/10.1007/s12273-008-8527-8.

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20

Ganzerli, S., C. P. Pantelides, and L. D. Reaveley. "Performance-based design using structural optimization." Earthquake Engineering & Structural Dynamics 29, no. 11 (2000): 1677–90. http://dx.doi.org/10.1002/1096-9845(200011)29:11<1677::aid-eqe986>3.0.co;2-n.

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21

Shi, Xing. "Performance-based and performance-driven architectural design and optimization." Frontiers of Architecture and Civil Engineering in China 4, no. 4 (November 4, 2010): 512–18. http://dx.doi.org/10.1007/s11709-010-0090-6.

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22

Hadjisophocleous, G., and E. Zalok. "Development of Design Fires for Performance-Based Fire Safety Designs." Fire Safety Science 9 (2008): 63–78. http://dx.doi.org/10.3801/iafss.fss.9-63.

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23

Biradar, Bapugouda B., A. I. Shirkol, and Rc Bush. "Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design." Structures 43 (September 2022): 696–709. http://dx.doi.org/10.1016/j.istruc.2022.07.001.

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24

Martinez-Paneda, Miguel. "Towards a holistic performance-based design approach." Structural Engineer 101, no. 1 (January 3, 2023): 18–22. http://dx.doi.org/10.56330/rshc9924.

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Miguel Martinez-Paneda describes current performance-based design uses, and advocates the potential for its wider application in a holistic approach. Synopsis Performance-based design (PBD) originated as a response to the considerable structural and non-structural damage experienced by buildings during earthquakes in the 1990s. Its application is gradually extending into other fields in a trend that is likely to continue as the power of computational and analysis tools increases. PBD has the potential to deliver more resilient and reliable designs than a prescriptive code-based approach, and to allow the use of innovative materials and technologies, provided that reliability targets and performance goals are met. A move away from a one-size-fits-all code-based approach has the potential to result in significantly more economical and lower-carbon designs. This article describes current PBD uses and state of the art, and advocates the potential for its wider application in a holistic approach.

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25

Zhang, Qi, M. Shahria Alam, Saqib Khan, and Jianping Jiang. "Seismic performance comparison between force-based and performance-based design as per Canadian Highway Bridge Design Code (CHBDC) 2014." Canadian Journal of Civil Engineering 43, no. 8 (August 2016): 741–48. http://dx.doi.org/10.1139/cjce-2015-0419.

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Performance-based design (PBD) was first introduced in Canadian Highway Bridge Design Code (CHBDC) in 2014. Performance-based design is the design that meets multiple performance criteria under different earthquake hazards. To investigate the impact of changes in CHBDC 2014, a four-span concrete highway bridge is designed and evaluated using force-based design (FBD) and PBD methods as per CHBDC 2014, and FBD method as per CHBDC 2006. By incorporating soil–structure interaction (using p–y curves) nonlinear pushover and dynamic time history analyses are conducted to assess the seismic performance of these bridges. Maximum strains of concrete and reinforcing steel are compared among the three designs to determine their performance levels. It is concluded that PBD (CHBDC 2014) is highly conservative compared to FBD (for both CHBDC 2014 and 2006). For the three-level PBD approach, the design is governed by the criterion of reinforcing steel not yielding under the design earthquake (with 475 years return period).

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26

Agirbas, Asli. "Performance-based design optimization for minimal surface based form." Architectural Science Review 61, no. 6 (September 19, 2018): 384–99. http://dx.doi.org/10.1080/00038628.2018.1523130.

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27

Skokan, Matthew J., and Gary C. Hart. "Reliability-based performance-based design: learning from Allin Cornell." Structural Design of Tall and Special Buildings 17, no. 6 (December 15, 2008): 1031–50. http://dx.doi.org/10.1002/tal.493.

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28

Jeong, Seung Yong, Hamidreza Alinejad, Byeongwuk Ahn, and Thomas H. K. Kang. "Performance-Based Design and Inelastic Wind Design of Tall Buildings." Journal of the Wind Engineering Institute of Korea 25, no. 1 (March 31, 2021): 11–17. http://dx.doi.org/10.37109/weik.2021.25.1.11.

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29

Oxman, Rivka. "Performative Design: A Performance-Based Model of Digital Architectural Design." Environment and Planning B: Planning and Design 36, no. 6 (January 2009): 1026–37. http://dx.doi.org/10.1068/b34149.

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30

Zekioglu, Atila, Aysegul Gogus, Serdar Binzet, and Kermin Chok. "Performance-Based Seismic Design Succeeds in Turkey." Civil Engineering Magazine 91, no. 2 (March 2021): 56–63. http://dx.doi.org/10.1061/ciegag.0001564.

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31

Wang, Yujie. "Study on performance-based seismic design theory." IOP Conference Series: Earth and Environmental Science 669, no. 1 (February 1, 2021): 012020. http://dx.doi.org/10.1088/1755-1315/669/1/012020.

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32

Talbot, James P. "Base-isolated buildings: towards performance-based design." Proceedings of the Institution of Civil Engineers - Structures and Buildings 169, no. 8 (August 2016): 574–82. http://dx.doi.org/10.1680/jstbu.15.00057.

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33

Zareian, Farzin, and Helmut Krawinkler. "A Simplified Procedure for Performance-Based Design." Journal of the Earthquake Engineering Society of Korea 11, no. 4 (August 31, 2007): 13–23. http://dx.doi.org/10.5000/eesk.2007.11.4.013.

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34

Lee, Yang-Ju, Kyoung-Chan Ko, and Woe-Chul Park. "A Study on Performance-Based Design Enforcement." Journal of Korean Institute of Fire Science and Engineering 26, no. 1 (February 29, 2012): 68–73. http://dx.doi.org/10.7731/kifse.2012.26.1.068.

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35

Zhang, Lan Lan, Xiao Guang Song, and Jing Juan Zhang. "Performance Based Optimized Design of Steel Structure." Advanced Materials Research 919-921 (April 2014): 199–202. http://dx.doi.org/10.4028/www.scientific.net/amr.919-921.199.

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During the past two centuries, steel structure has become one of the most popular structural system. How to balance the construction cost, structural properties and other factors is an important aspect needed to be addressed. This paper describes the whole process of performance based optimized design of steel structure. First, the methods on the shape and sizing optimization, cost and others are introduced. Then, the multi-object optimization of steel structure is presented, in which the main aspects of the optimizations are studied. Finally, the design principle and the analytical steps for the multi-object optimization of steel structures are discussed. This paper can be references for the optimization design of steel structures.

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36

Whittaker, Andrew, Michael Constantinou, and Panos Tsopelas. "Displacement Estimates for Performance-Based Seismic Design." Journal of Structural Engineering 124, no. 8 (August 1998): 905–12. http://dx.doi.org/10.1061/(asce)0733-9445(1998)124:8(905).

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37

Ng, K. "Towards performance based design of drilled shafts." DFI Journal - The Journal of the Deep Foundations Institute 8, no. 1 (April 2014): 48–55. http://dx.doi.org/10.1179/tbc14z.0000000005.

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38

YAMAMOTO, Shuji. "PROSPECTS ON THE PERFORMANCE-BASED DESIGN SCHEME." Doboku Gakkai Ronbunshu, no. 791 (2005): 1–9. http://dx.doi.org/10.2208/jscej.2005.791_1.

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39

Sherko, Renas K. M., Yusuf Arayici, and Mike Kagioglou. "BIM Enabled Approach for Performance-Based Design." International Journal of 3-D Information Modeling 7, no. 4 (October 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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40

Petrini, Francesco. "Performance-based fire design of complex structures." International Journal of Lifecycle Performance Engineering 1, no. 2 (2013): 185. http://dx.doi.org/10.1504/ijlcpe.2013.057562.

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41

Leelataviwat, Sutat, Subhash C. Goel, and Božidar Stojadinović. "Toward Performance-Based Seismic Design of Structures." Earthquake Spectra 15, no. 3 (August 1999): 435–61. http://dx.doi.org/10.1193/1.1586052.

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A new performance-based plastic design procedure for steel moment frames is presented in this paper. The role of plastic analysis in seismic design of structures is illustrated. The ultimate design base shear for plastic analysis is derived by using the input energy from the design pseudo-velocity spectrum, a pre-selected yield mechanism, and an ultimate target drift. The proposed design procedure eliminates the need for a drift check after the structure is designed for strength as is done in the current design practice. Also, there is no need for response modification factors since the load deformation characteristics of the structure, including ductility and post-yield behavior, are explicitly used in calculating the design forces. The results of nonlinear static and nonlinear dynamic analyses of an example steel moment frame designed by the proposed method are presented and discussed. The implications of the new design procedure for future generation of seismic design codes are also discussed.

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42

Finn, W. D. Liam. "Performance based design in geotechnical earthquake engineering." Soil Dynamics and Earthquake Engineering 114 (November 2018): 326–32. http://dx.doi.org/10.1016/j.soildyn.2018.07.017.

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43

Mahdjoub, Morad, Jean-Bernard Bluntzer, and Aymeric Bertin. "Use Design Performance Based on Use Requirements." Proceedings of the Design Society: International Conference on Engineering Design 1, no. 1 (July 2019): 3771–80. http://dx.doi.org/10.1017/dsi.2019.384.

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AbstractIndustrial companies today must operate in an increasingly competitive world and need to rethink their organization accordingly. First, industrial strategies concerning technical management need to change and develop. If we consider the specific management of the product design process, managers use indicators during the lifecycle of the product concerning quality, cost and lead-times. For example, some new indicators concerning performance metrics related to cooperation issues among the design team are set up. Secondly, managers increasingly need to integrate the user in the early phases of the design process. The main benefit of this approach is that it allows designers to innovate more rapidly and robustly. The aim of this paper is to introduce a new approach making it possible to calculate a performance indicator concerning use design. The new indicator will help management drive the design process through the integration of use in the product, helping to enhance the usability of the future product, and consequently improve innovation.

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44

Blab, Ronald. "Performance-Based Asphalt Mix and Pavement Design." Romanian Journal of Transport Infrastructure 2, no. 1 (July 1, 2013): 21–38. http://dx.doi.org/10.1515/rjti-2015-0009.

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Abstract Prediction and optimization of in-service performance of road pavements during their live time is one of the main objectives of pavement research these days. For flexible pavements the key performance characteristics are fatigue and low-temperature, as well as permanent deformation behavior at elevated temperatures. The problem facing pavement designers is the need to fully characterize the complex thermo-rheological properties of hot mix asphalt (HMA) over a wide temperature range on the one hand, while on the other also providing a realistic simulation of the traffic- and climate-induced stresses to which pavements are exposed over their design lives of 20 to 30 years. Where heavily trafficked roads are concerned, there is therefore an urgent need for more comprehensive test methods combined with better numerical forecast procedures to improve the economics and extend the service lives of flexible pavements under repair and maintenance programs. This papers therefore focus on performance-based test methods on the basis of existing European standards that address effective mechanical characteristics of bituminous materials and which may be introduced into national requirements within the framework of European HMA specifications. These test methods comprise low temperature tests, i.e. the tensile stress restrained specimen test or the uniaxial tensile strength test, stiffness and fatigue tests, i.e. the four point bending beam test or the uniaxial tension compression test, as well as methods to determine permanent deformation behavior by means of dynamic triaxial tests. These tests are used for the performance-based mix design and subsequently implemented in numerical pavement models for a reliable prediction of in-service performance, which, in combination with performance-based tests, enables a simulation of load-induced stresses and mechanogenic effects on the road structure and thus improved forecasts of the in-service performance of flexible pavements over their entire service lives.

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45

Rotta Loria, Alessandro F. "Performance-based Design of Energy Pile Foundations." DFI Journal - The Journal of the Deep Foundations Institute 12, no. 2 (May 4, 2018): 94–107. http://dx.doi.org/10.1080/19375247.2018.1562600.

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46

Zhu, Liang, and David Kazmer. "A Performance-Based Representation for Engineering Design." Journal of Mechanical Design 123, no. 4 (June 1, 1999): 486–93. http://dx.doi.org/10.1115/1.1401021.

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A design representation is developed to model multi-attribute systems utilizing multi-dimensional clipping and transformation algorithms. Given a linear system characterization, three types of supporting information is generated for the decision maker: (1) a function matrix that describes the performance attributes dependent upon the decision variables; (2) a decision space that corresponds to the feasible decision set that meets performance requirements, and; (3) a performance space that represents the feasible performance region and the Pareto Optimal set. The analytical method developed for solving these feasible spaces is described for a linear system model. A case study is presented to demonstrate how to utilize the representation to locate a feasible solution and proceed to the desired trade-off of multiple attributes. Moreover, the potential incorporations of the representation with other influential design methodologies are discussed.

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47

Sugrue, Brenda. "Performance-based instructional design for E-learning." Performance Improvement 41, no. 7 (August 2002): 47–53. http://dx.doi.org/10.1002/pfi.4140410710.

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48

Xie, Li-li, and Yu-hong Ma. "Research on performance-based seismic design criteria." Acta Seismologica Sinica 15, no. 2 (March 2002): 214–25. http://dx.doi.org/10.1007/s11589-002-0011-4.

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49

Krawinkler, Helmut, Farzin Zareian, Ricardo A. Medina, and Luis F. Ibarra. "Decision support for conceptual performance-based design." Earthquake Engineering & Structural Dynamics 35, no. 1 (2005): 115–33. http://dx.doi.org/10.1002/eqe.536.

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50

Shen, Jia-Dzwan, W. Yen, and John O'Fallon. "Enhancing Performance-Based Bridge Seismic Design with Seismic Performance Testing." Transportation Research Record: Journal of the Transportation Research Board 11s (January 2005): 359–66. http://dx.doi.org/10.3141/trr.11s.r4x3m85437630005.

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