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Seismic Performance Analysis of Ancient Palace-Style Timber Structure Considering Column Rocking Effect
Journal of Earthquake Engineering ( IF 2.6 ) Pub Date : 2024-03-19 , DOI: 10.1080/13632469.2024.2330590 Lanhao Cui 1 , Xicheng Zhang 1, 2 , Weibing Hu 1, 2 , Zhaobo Meng 3 , Jiakun Chen 4 , Zhihao Qiu 1
Journal of Earthquake Engineering ( IF 2.6 ) Pub Date : 2024-03-19 , DOI: 10.1080/13632469.2024.2330590 Lanhao Cui 1 , Xicheng Zhang 1, 2 , Weibing Hu 1, 2 , Zhaobo Meng 3 , Jiakun Chen 4 , Zhihao Qiu 1
Affiliation
The seismic response of palace-style timber structures is closely related to the rocking characteristics of column. To accurately describe the dynamic characteristics of timber structures, a nonlin...
中文翻译：
考虑柱摇摆效应的古代宫殿式木结构抗震性能分析
宫殿式木结构的地震响应与柱的摇摆特性密切相关。为了准确描述木结构的动力特性，非线性...
更新日期：2024-03-20
中文翻译：
考虑柱摇摆效应的古代宫殿式木结构抗震性能分析
宫殿式木结构的地震响应与柱的摇摆特性密切相关。为了准确描述木结构的动力特性，非线性...
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