Computational Technology Resources - CSETS

J.W. van de Lindt¹ and S. Pei²

¹Civil and Environmental Engineering, Colorado State University, Fort Collins, United States of America
²Civil and Environmental Engineering, Colorado School of Mines, Golden, United States of America

doi:10.4203/csets.37.8

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J.W. van de Lindt, S. Pei, "Progress in the Performance-based Seismic Design of Light-Frame Wood Buildings", in N.D. Lagaros, Y. Tsompanakis and M. Papadrakakis, (Editors), "New Trends in Seismic Design of Structures", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 8, pp 229-240, 2015. doi:10.4203/csets.37.8

Keywords: performance-based seismic design, light-frame wood building, displacement-based design, loss-based design, time history analysis.

Abstract

Light-frame wood construction is the predominant structural type for residential buildings throughout North America. Performance-based seismic design (PBSD) and analysis for these structural types has been an evolving research topic in the wood and seismic community for over a decade. The development of performance-based seismic design approaches for light-frame wood construction, which have been moved forward significantly over the last decade, are summarized in this chapter, including displacement-based design and damage/loss-based design.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Computational Science, Engineering & Technology Series ISSN 1759-3158 CSETS: 37 NEW TRENDS IN SEISMIC DESIGN OF STRUCTURES Edited by: N.D. Lagaros, Y. Tsompanakis and M. Papadrakakis Chapter 8 Progress in the Performance-based Seismic Design of Light-Frame Wood Buildings J.W. van de Lindt¹ and S. Pei² ¹Civil and Environmental Engineering, Colorado State University, Fort Collins, United States of America ²Civil and Environmental Engineering, Colorado School of Mines, Golden, United States of America doi:10.4203/csets.37.8 purchase the full-text of this chapter Full Bibliographic Reference for this chapter J.W. van de Lindt, S. Pei, "Progress in the Performance-based Seismic Design of Light-Frame Wood Buildings", in N.D. Lagaros, Y. Tsompanakis and M. Papadrakakis, (Editors), "New Trends in Seismic Design of Structures", Saxe-Coburg Publications, Stirlingshire, UK, Chapter 8, pp 229-240, 2015. doi:10.4203/csets.37.8 Keywords: performance-based seismic design, light-frame wood building, displacement-based design, loss-based design, time history analysis. Abstract Light-frame wood construction is the predominant structural type for residential buildings throughout North America. Performance-based seismic design (PBSD) and analysis for these structural types has been an evolving research topic in the wood and seismic community for over a decade. The development of performance-based seismic design approaches for light-frame wood construction, which have been moved forward significantly over the last decade, are summarized in this chapter, including displacement-based design and damage/loss-based design. purchase the full-text of this chapter (price £20) go to the previous chapter go to the next chapter return to the table of contents return to the book description purchase this book (price £95 +P&P)
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