摘要
针对桥梁工程的地震破坏,从震害形式、抗震设计方法和减隔震技术的发展等方面对桥梁抗震技术作了论述,表明伴随桥梁抗震设计方法和减隔震技术的发展,桥梁震害将大大减轻。
Aiming at the earthquake damage of the bridge project,the paper discusses the anti-earthquake technology of bridge from the aspects such as forms of earthquake damage,development of the anti-earthquake design method and seismic mitigation isolation technology,and points that with the development of the anti-earthquake design method and seismic mitigation isolation technology,the bridge earthquake damage will reduce largely.
引文
[1]范立础,卓卫东.大跨度桥梁抗震设计[M].北京:人民交通出版社,2001.
[2]聂利英.桥梁抗震非线性分析理论研究[D].上海:同济大学桥梁工程系博士学位论文,2002.
[3]颜海泉.地震作用下桥梁结构的阻尼建模[D].上海:同济大学桥梁工程系博士学位论文,2008.
[4]韩建平,吕西林,李慧.基于性能的地震工程研究的新进展及对结构非线性分析的要求[J].地震工程与工程振动,2007(27):15-23.
[5]李勇刚.桥梁减震隔震技术[J].山西建筑,2007,33(30):115-116.