2021年版日本抗震性能化设计手册解读7:基于单质点模型时程反应分析对判定标准的验证

引用文献:

小林光男. 2021年版日本抗震性能化设计手册解读7:基于单质点模型时程反应分析对判定标准的验证[J]. 建筑结构,2023,48(04):36-39,24.

Mitsuo KOBAYASHI. Commentary to the 2021 edition of the JSCA performance-based seismic design manual part 7:verification of judgment criteria by seismic response analysis of single mass model and simple indexes[J]. Building Structure,2023,48(04):36-39,24.

作者:小林光男
单位:织本结构设计
摘要:采用单质点模型进行地震时程反应分析,并通过响应位移角验证基于抗震性能等级“简易法”的判定标准值的有效性。
关键词:性能设计;静力设计;中低层建筑;抗震性能等级;位移角;时程反应分析;单质点模型;
作者简介:小林光男,专务董事设计本部长,主要从事结构设计。
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参考文献[1] 片山贵裕.根据设计案例验证判定标准(1)验证方法和验证用地震波[J].structure,2022,162:38-39.
Commentary to the 2021 edition of the JSCA performance-based seismic design manual part 7:verification of judgment criteria by seismic response analysis of single mass model and simple indexes
Mitsuo KOBAYASHI
(Orimoto Stractural Engineers Inc.)
Abstract: Seismic response analysis is performed using a single mass model, and the validity of the evaluation criteria value of performance-based design simplification method is verified by the response drift angle.
Keywords: performance-based design; static design; low or middle-rise building; seismic performance level; story drift; time history analysis; single-degree-of-freedom system
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