反应谱法与时程分析法在设计地震下的比较
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
以反应谱法与时程分析法的原理为依据,结合实际桥梁单墩模型进行抗震分析,得出这两种方法的异同以及它们所适用的范围,并结合它们的优缺点,进行结构动力分析方法的优化.
Based on the methods of response spectrum and time history analysis,similarities and differences of the two methods were compared,and suitable conditions for each of them with the analyzing the earthquake resistance of practical single-pier bridge model were pointed out.Some useful methods to improve optimization of structural dynamic analysis were brought forward.
引文
[1]范立础,卓卫东.桥梁延性抗震设计[M].北京:人民交通出版社,2001.
    [2]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
    [3]李茜,王克海,韦韩.高墩梁桥地震反应分析[J].地震工程与工程振动,2006,26(3):74-76.
    [4]卓卫东,范立础.从震害教训中反思我国桥梁抗震设计现状[J].福州大学学报,1999(6):1-7.
    [5]陈兴冲.工程结构抗震设计[M].重庆:重庆大学出版社,2001.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心