Modified Modal Response Spectrum Analysis of Plan Irregular Highly Torsionally-Stiff Structures Under Seismic Demands

被引：0
|
作者：
Lopez, Saul [1 ]
Pancardo, Daniel [1 ]
De Stefano, Mario [2 ]
Ayala, Gustavo [3 ]
Alecci, Valerio [2 ]
机构：
[1] FES Acatlan UNAM, Programa Ingn Civil, Ave Alcanfores & San Juan,Totoltepec S-N, Santa Cruz Acatlan, Naucalpan De Ju, Mexico
[2] Univ Firenze, Dipartimento Architettura, Piazza Brunelleschi 6, I-50121 Florence, Italy
[3] Inst Ingn UNAM, Coordinac Ingn Estruct, Ciudad Univ, Mexico City, DF, Mexico
来源：
SEISMIC BEHAVIOUR AND DESIGN OF IRREGULAR AND COMPLEX CIVIL STRUCTURES IV | 2022年 / 50卷
关键词：
D O I：
10.1007/978-3-030-83221-6_26
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
引用
收藏
页码：311 / 320
页数：10
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