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- W4252484579 abstract "Journal of Earthquake EngineeringVol. 05, No. 03, pp. 273-308 (2001) No AccessSOME DESIGN PRINCIPLES RELEVANT TO TORSIONAL PHENOMENA IN DUCTILE BUILDINGST. PAULAYT. PAULAYDepartment of Civil Engineering, University of Canterbury, Christchurch, New Zealand Search for more papers by this author Cited by:1 Next AboutSectionsPDF/EPUB ToolsAdd to favoritesDownload CitationsTrack CitationsRecommend to Library ShareShare onFacebookTwitterLinked InRedditEmail AbstractRecent studies provided opportunities to review some of the principles, which have been used in the formulations of internationally accepted code-recommendations relevant to the seismic design of ductile buildings also subjected to torsional phenomena. With the progress of this study, features emerged which are considered to have contributed to a better understanding of structural behaviour. Moreover, the identification of deeply embedded fallacies, relevant to ductile response, suggested the introduction of some changes in seismic design strategies, yet not widely known or appreciated. Reasons for necessary re-interpretations of traditional structural properties, together with illustrative examples, demonstrating applications, rather than set code-type rules, are offered.Keywords:Component behaviourdisplacementsductilityseismic response of buildingsseismic torsionwalls AnnouncementWorld Scientific has ceased to distribute JEE with effect from 2007. Articles from its back issues can be purchased through our Pay-Per-View service. FiguresReferencesRelatedDetailsCited By 1A Comparative Study of Seismic Performance of Steel Framed Buildings with Varied Plan-Asymmetric PropertiesJui-Liang Lin, Te-Kuang Chow, Chao-Hsien Li and Yeong-Kae Yeh27 February 2021 | Journal of Earthquake and Tsunami, Vol. 15, No. 04 Recommended Vol. 05, No. 03 Metrics History Received 17 August 2000 Revised 13 November 2000 Accepted 15 November 2000 KeywordsComponent behaviourdisplacementsductilityseismic response of buildingsseismic torsionwallsPDF download" @default.
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