Torsional effect of the single-bay masonry building considering seismic wave incident angle

Author:

Liang Wei,Xia Lei,Zhu Zhanyuan,Mou Sijia,Zou Zuyin,Yuan Shucheng

Publisher

Elsevier BV

Subject

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

Reference30 articles.

1. Tsinghua University, Southwest Jiaotong University, Beijing Jiaotong University, Civil Engineering Structure Expert Group. Analysis of building seismic damage in Wenchuan Earthquake. J Build Struct 2008; (In Chinese).

2. Field investigation on the performance of building structures during the April 25, 2015, Gorkha earthquake in Nepal;Sharma;Eng Struct,2016

3. Seismic response of masonry buildings in historical centres struck by the 2016 Central Italy earthquake. Calibration of a vulnerability model for strengthened conditions;Saretta;Constr Build Mater,2021

4. Statistical and vulnerability prediction model considering empirical seismic damage to masonry structures;Li;Structures,2022

5. Earthquake damage characteristics of single-bay masonry buildings in Lushan earthquake;Zhu;Chin J Dis Prev Mitig Eng,2021

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