桥梁抗震设计规范的现状与发展趋势
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摘要
在受到5.12汶川地震的启示后,近些年来,我国对道路的抗震设计有了进一步的研究,桥梁抗震也同样有了新的发展趋势。本文就将对桥梁抗震设计规范的现状与发展趋势进行深入的阐述,希望能够尽量减小地震灾害给人类带来的损失。
In recent years, our country has done a further study on the road seismic design inspirited by the 5.12 Wenchuan earthquake, and the bridge seismic also has the new developpment trend. This paper will makes the in-depth exposition on current situation and development trend of bridge seismic design code for, hopes to be able to reduce the losses caused by earthquake disasters to human.
引文
[1]章在墉,王彬,李文艺.地震动长周期特性研究的现状及方法[A].文集编委会主编.地震工程研究文集[C].北京:地震出版社,1992.
    [2]王淑波.大型桥梁抗震设计反应谱理论及应用研究[M].上海:同济大学桥梁工程系,1997.
    [3]The severest design ground motion for seismic design and analysis of structures[J].China Civil Engineering Journal,2005.
    [4]谢礼立,周雍年,胡成祥等.地震动反应谱长周期特性[J],地震工程与工程振动,1990(1).
    [5]李国豪主编.桥梁结构稳定与振动(第2版)[M].北京:中国铁道工业出版社,1997.

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