Analysis of the seismic behavior of traditional Chinese timber structures in the Tang Dynasty

Author:

Wang Juan,Cui Zhihan,Yu Lei,Xu Renwen,Yang Qingshan

Funder

National Natural Science Foundation of China

Overseas Expertise Introduction Project for Discipline Innovation

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference32 articles.

1. Effect of column root connections on the dynamic behavior of Chuandou-style timber structures;Guo;J Build Eng,2021

2. Dynamic performance of a multi-story traditional timber pagoda;Wu;Eng Struct,2018

3. Seismic behavior of a traditional timber structure: shaking table tests, energy dissipation mechanism and damage assessment model;Xie;B Earthq Eng,2018

4. Experimental study on Chinese ancient timber-frame building by shaking table test;Zhang;Struct Eng Mech,2011

5. Fujita K, Kawai N, Minowa C, Koshihara M, Chiba K. Shaking table test and earthquake response monitoring of traditional Japanese timber pagoda. In: 9th World conference on timber engineering, Portland; 2006.

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