Seismic performance of steel concentrically braced frames
Seismic performance of steel concentrically braced frames
批准号:
485152-2015
负责人:
Wiebe, Lydell
金额:
$0.29万
依托单位:
依托单位国家:
加拿大
项目类别:
Collaborative Research and Development Grants
财政年份:
2016
资助国家:
加拿大
项目状态:
已结题
起止时间:
2016-01-01 至 2017-12-31
中文摘要
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英文摘要
Concentrically braced frames (CBFs) are a common seismic force resisting system because of their good ductility, together with their ability to meet code-mandated drift limits. To ensure this ductility, the HSS brace is commonly slotted and field welded to the gusset plate. This is expensive and complicates quality control, and the damage to this connection from a design-level earthquake is likely to be difficult to repair. Moreover, despite advances in the numerical simulation of CBFs under seismic loads, there remains a need for further numerical modelling in order to accurately quantify the global behaviour of steel concentrically braced frames during earthquakes.
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