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Improved Seismic Response Of Masonry Structures

Improved Seismic Response Of Masonry Structures
改善砌体结构的地震响应
批准号：
370804-2008
负责人：
ElDakhakhni, Wael
金额：
$3.64万
依托单位：
McMaster University
依托单位国家：
加拿大
项目类别：
Collaborative Research and Development Grants
财政年份：
2010
资助国家：
加拿大
项目状态：
已结题
起止时间：
2010-01-01 至 2011-12-31
来源：
https://www.nserc-crsng.gc.ca/ase-oro/Details-Detailles_eng.asp?id=461084
关键词：
ImprovedSeismicResponseMasonryStructures

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英文摘要
Currently, the largest factor negatively affecting the potential for growth of load-bearing block construction is the change in design requirements related to seismic loading. According to the 2005- National Building Code of Canada (NBCC) both reinforced and unreinforced masonry structures are considered to be particularly vulnerable to seismic damage. The new seismic design provisions of the NBCC have partially resulted from the widely held view that masonry structures have limited ductility, and some examples of structural masonry failures. This has created a situation where a significant amount of research is needed to increase the ductility of masonry structures and document the resulting improved performance.
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国内基金
海外基金
基于seismic interferometry的海上勘探数据重建方法研究