A REVIEW OF CODE PROVISOLNS FOR TORSIONAL SEISMIC EFFECTS IN BUILDINGS

T Paulay

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A REVIEW OF CODE PROVISOLNS FOR TORSIONAL SEISMIC EFFECTS IN BUILDINGS

机译：建筑物扭转地震效应规范规定的回顾

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A series of recent studies of the seismic torsional response of ductile buildings is condensed and extended to serve as a basis for recommendations for possible amendments of the relevant clauses of the current New Zealand loadings standard [1]. It is postulated that the primary seismic design aim, associated with criteria of the ultimate limit state, should address displacement ductility demands and supply, as affected by twisting of the system, rather than torsional strength.

机译：浓缩并扩展了一系列有关延性建筑的地震扭转响应的最新研究，以作为可能对新西兰现行荷载标准[1]的相关条款进行修改的建议的基础。据推测，主要地震设计目标应与极限极限状态的标准相关联，以解决受系统扭转影响的位移延性需求和供应，而非扭转强度。

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《Bulletin of the New Zealand Society for Earthquake Engineering》 |1997年第3期|p.252-623|共372页
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T Paulay;
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正文语种 eng
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A REVIEW OF CODE PROVISOLNS FOR TORSIONAL SEISMIC EFFECTS IN BUILDINGS

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