Behaviour of Multi-Storey Prefabricated Modular Buildings under seismic loads

被引：41

作者：

Gunawardena, Tharaka ^{[1
]}

Ngo, Tuan ^{[1
]}

Mendis, Priyan ^{[1
]}

机构：

[1] Univ Melbourne, Dept Infrastruct Engn, Melbourne, Vic 3010, Australia

来源：

EARTHQUAKES AND STRUCTURES | 2016年 / 11卷 / 06期

关键词：

Multi-Storey Prefabricated Modular Buildings; nonlinear time history analysis; ductility of columns;

D O I：

10.12989/eas.2016.11.6.1061

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Prefabricated Modular Buildings are increasingly becoming popular in the construction industry as a method to achieve financially economical buildings in a very short construction time. This increasing demand for modular construction has expanded into multi-storey applications where the effect of lateral loads such as seismic loads becomes critical. However, there is a lack of detailed scientific research that has explored the behaviour of modular buildings and their connection systems against seismic loads. This paper will therefore present the nonlinear time history analysis of a multi-storey modular building against several ground motion records. The critical elements that need special attention in designing a modular building in similar seismic conditions is discussed with a deeper explanation of the behaviour of the overall system.

引用

页码：1061 / 1076

页数：16

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