盛光祖. Pushover分析方法的发展及其在桥梁结构中的应用[J]. 华北地震科学, 2008, 26(4): 25-30.
引用本文: 盛光祖. Pushover分析方法的发展及其在桥梁结构中的应用[J]. 华北地震科学, 2008, 26(4): 25-30.
SHENG Guang-zu. DEVELOPMENT OF PUSHOVER ANALYSIS AND ITS APPLICATION TO BRIDGES[J]. North China Earthquake Sciences, 2008, 26(4): 25-30.
Citation: SHENG Guang-zu. DEVELOPMENT OF PUSHOVER ANALYSIS AND ITS APPLICATION TO BRIDGES[J]. North China Earthquake Sciences, 2008, 26(4): 25-30.

Pushover分析方法的发展及其在桥梁结构中的应用

DEVELOPMENT OF PUSHOVER ANALYSIS AND ITS APPLICATION TO BRIDGES

  • 摘要: 非线性静力分析方法(Pushover分析方法)可以较好地检验结构的变形能力,找到结构的薄弱环节,控制强烈地震作用下结构破坏程度,对工程设计有很强的指导意义。但目前Pushover分析方法的种类很多,各自有着不同的优缺点和适用范围,针对桥梁结构,阐述静力非线性分析方法(Pushover)的原理及其研究发展概况,评述了各种Pushover方法的优缺点,并分析了Pushover方法用于桥梁结构的基本原理和评价方法,指出Pushover方法用于桥梁结构存在的问题。

     

    Abstract: Nonlinear static analysis(Pushover analysis) can check out the deform ability of structure, find out the weakness of structure, control the damage degree of structure under intensity earthquake.However, there are many different pushover analysis methods, and different methods have different advantages and disadvantages as well as different applicability.The principle and development of the static nonlinear analysis method for evaluating seismic performance of structures are expounded.The advantages and disadvantages of different pushover methods are reviewed.The principles and evaluation methods of applicability of pushover analysis for bridges are analyzed.Finally, some problems of applicability of pushover analysis for bridges are pointed out.

     

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