期刊
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION
卷 9, 期 2, 页码 189-199出版社
SPRINGER
DOI: 10.1007/s11803-010-0005-5
关键词
Wenchuan earthquake; mega-earthquake; RC frame; collapse; strength margin
资金
- National Science Foundation of China [90815025]
- National Key Technologies R&D Program for Changjiang Scholars and Innovative Research Team in Universities [2009BAJ28B01, 2006BAJ03A02-01]
A mega-earthquake is one with an intensity larger than the most severe earthquake intensity category currently considered in design codes. For a mega-earthquake, the design objective of a given structure is to preserve living spaces for people in the buildings. In this paper, factors that may influence the collapse resistance of RC frames in a megaearthquake are analyzed based on seismic damage observed in the 2008 Wenchuan earthquake. Methodologies to improve structural collapse resistance focus on three aspects: global strength margin, global redundancy and global integration of the structural system. Fundamental principles and design concepts for collapse prevention under a mega-earthquake are proposed, and issues that need further research are identified.
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