PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS

Peng Lingyun; Zhou Xiyuan; Yan Weiming; Han Wei; Ke Changhua

Volume 36 Issue 9

Dec. 2014

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Peng Lingyun, Zhou Xiyuan, Yan Weiming, Han Wei, Ke Changhua. PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 6-10.

Citation:

Peng Lingyun, Zhou Xiyuan, Yan Weiming, Han Wei, Ke Changhua. PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 6-10.

Peng Lingyun, Zhou Xiyuan, Yan Weiming, Han Wei, Ke Changhua. PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 6-10.

Citation:

Peng Lingyun, Zhou Xiyuan, Yan Weiming, Han Wei, Ke Changhua. PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 6-10.

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PERFORMANCE-BASED SEISMIC DESIGN FOR CRITICAL BUILDING——AN EXEMPLARY ANALYSIS

1.
1. Beijing Key Lab of Earthquake Engineering and Structure Retrofit,Beijing University of Technology Beijing 100022;
2.
2. Beijing Institute of Architecture Design Beijing 100045

Received Date: 2006-05-28
Publish Date: 2006-09-20

Abstract

Abstract

For critical buildings, due to the special shape demands, the structural layouts often become irregular. On the other hand, because of the importance of their function, the seismic design criterion of these buildings is higher than normal ones. The designer of structure usually encounters difficulty and challenge in the seismic design. Two approaches to improve the seismic performance of buildings were presented: One is to reallocate the bending stiffness of the local structural members in order to make the distribution of structural stiffness uniform inherently though the appearance is irregular. The other is to add some oil dampers to buildings, which may provide additional damping for structures. The analysis results indicated that the structural seismic performance could be obviously enhanced due to adoption of above approaches, and the sections of structural members ( column, beam) could be reduced, and then to get better cost performance.
- performance-based seismic design,
- stiffness adjusting,
- energy dissipating

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References(7)

References

GB 50011-2001 建筑抗震设计规范

[2] Soong T T, Dargush G F. Passive Energy Dissipation Systems inStructural Engineering. New York: Wiley Sons, 1997

[3] 周锡元, 闫维明, 杨润林. 建筑结构的隔震、减震和振动控制. 建筑结构学报, 2002, 23(2): 2-13

[4] 周锡元. 抗震性能设计与三水准设防. 土木水利, 2003, 30(5): 21-32

[5] 李, 程耿东. 基于性能的结构抗震设计理论、方法与应用. 北京: 科学出版社, 2004

[6] Anil K Chopra. Estimating Seismic Demands for Performance-BasedEngineering of BuildingsPP13th World Conf erence on EarthquakeEngineering. Canada: 2004: 5007

[7] CSI Analysis Ref erence Manual for SAP 20001 Comput ers and St ructures.California: Inc. Berkeley, 2004: 209

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