李建中, 管仲国. 基于性能桥梁抗震设计理论发展[J]. 工程力学, 2011, 28(增刊Ⅱ): 24-30,5.
引用本文: 李建中, 管仲国. 基于性能桥梁抗震设计理论发展[J]. 工程力学, 2011, 28(增刊Ⅱ): 24-30,5.
LI Jian-zhong, GUAN Zhong-guo. PERFORMANCE-BASED SEISMIC DESIGN FOR BRIDGES[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 24-30,5.
Citation: LI Jian-zhong, GUAN Zhong-guo. PERFORMANCE-BASED SEISMIC DESIGN FOR BRIDGES[J]. Engineering Mechanics, 2011, 28(增刊Ⅱ): 24-30,5.

基于性能桥梁抗震设计理论发展

PERFORMANCE-BASED SEISMIC DESIGN FOR BRIDGES

  • 摘要: 首先对基于强度抗震设计理论进行了回顾、分析;阐述了近年来国内外基于性能抗震设计理论研究的进展,在此基础上,结合我国梁式桥的实际特点,提出了梁桥基于性能设计的目标位移和目标延性的计算公式,研究、讨论了单自由度和多自由度体系基于位移抗震设计方法。

     

    Abstract: This paper reviews the traditional force-based seismic design method and the newly proposed performance-based design philosophy. A practical method based on performance-based design for target displacement and displacement ductility is presented, and a displacement-based design procedure for SDOF and MDOF bridges is proposed, which can be incorporated into a performance-based design philosophy.

     

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