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Effect of Redundancy in Buildings under Seismic Loads

Effect of Redundancy in Buildings under Seismic Loads
地震荷载下建筑物的冗余效应
批准号:
0218703
负责人:
Y. Wen
金额:
$20.0万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2002
资助国家:
美国
项目状态:
已结题
起止时间:
2002-09-15 至 2005-08-31

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中文摘要
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英文摘要
Structural reliability/redundancy has become a serious concern in the building industry after the poor performance of some buildings in recent earthquakes. This research project carries out a systematic investigation of structural redundancy and application to design practice. Within the framework of structural dynamic and reliability analyses, the effects of major redundancy-contributing factors are systematically examined, with emphasis on structural configuration, member ductility capacity, over-strength, interaction of structural components, and torsional motions. Recent SAC Steel Project analytical and experimental results of structural member and system behavior are used. A risk-consistent redundancy factor is then developed for calculating the design forces such that structures of different configurations and designs can meet reliability-based performance requirements. The impact of the proposed research will be a timely contribution to fundamental understanding of structural redundancy and the development of a rational basis for a performance-based redundancy design factor in codes and standards.
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会议论文
U.S.-Japan Joint Seminar: Infrastructural and Environmental Risk Assessment and Rehabilitation
Development of Minimum Life-Cycle cost Design Criteria
Performance and Safety of Current Versus Bi-Level Design Procedures-Impact of Northridge Earthquake
US-Italy Workshop/Seminar on Intelligent Structural Systems;Como, Italy; June 26-28, 1991
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