首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Seismic responses of super-span cable-stayed bridges induced by ground motions in different sites relative to fault rupture considering soil-structure interaction
【24h】

Seismic responses of super-span cable-stayed bridges induced by ground motions in different sites relative to fault rupture considering soil-structure interaction

机译:考虑土-结构相互作用的不同位置的地震动引起的超跨度斜拉桥的地震响应

获取原文
获取原文并翻译 | 示例
           

摘要

The focus of this paper is to evaluate the seismic response of a cable-stayed bridge built in fault zones considering soil-structure interaction (SSI) effects. Bridges crossing fault-rupture zones may be built in the Forward Region (FR), Middle Region (MR) and Backward Region (BR) relative to the possible position of the fault. Three groups of ground motions (51 records in two orthogonal directions) in above regions are selected as the input from the 1999 Taiwan Chi-Chi earthquake based on the sites relative to the fault rupture. The Sutong Cable-stayed Bridge (SCB) is taken as an example. Two models are used in this study, i.e. the fixed-base bridge and the bridge with SSI effects where four different orientation angles (0, 30, 60, and 90) have been considered compared to the fault direction. Systematic lumped-parameter models are utilized to represent the dynamic behavior of the foundation supported on soil. The results reveal that the seismic behavior of the SCB in those 3 regions shows significant differences. The SSI effects affect the bridge response through a systematic decrease of all modal frequencies and a substantial change in nature of dominant shapes especially for the higher modes of vibrations. The displacement of such bridges may be underestimated if the SSI effects are ignored. The orientation of the bridge axis relative to fault trace influences the seismic responses of the bridges in fault regions. The bridge located in MR experiences larger responses than that in FR and BR. Due to the high values of velocity spectra, velocity-related intensity measures i.e. peak ground velocity (PGV) and the ratio of PGV to peak ground acceleration (PGA) show strong correlation with the seismic responses of the bridge located in FR. Since the records in MR and BR have high acceleration spectra, PGV and PGA correlate well with the responses of the bridge located in MR and BR.
机译:本文的重点是评估考虑到土-结构相互作用(SSI)效应的断层带中斜拉桥的地震响应。相对于断层的可能位置,可以在正向区域(FR),中间区域(MR)和向后区域(BR)内建跨越断层断裂带的桥梁。根据断层破裂的相关位置,选择上述地区的三组地震动(两个正交方向的51条记录)作为1999年台湾集集地震的输入。以苏通斜拉桥(SCB)为例。在这项研究中使用了两种模型,即固定基桥和具有SSI效应的桥,其中考虑了与断层方向相比四个不同的定向角(0、30、60和90度)。系统的集总参数模型用于表示支撑在土壤上的地基的动力特性。结果表明,SCB在这3个区域的地震行为表现出显着差异。 SSI效应通过系统降低所有模态频率以及显着改变主要形状的性质(特别是对于较高振动模式)来影响电桥响应。如果忽略SSI效应,则可能会低估这种桥的位移。桥梁轴线相对于断层迹线的方向影响断层区域桥梁的地震响应。 MR中的电桥比FR和BR中的电桥响应更大。由于速度谱的值很高,因此与速度有关的强度量度即峰值地面速度(PGV)和PGV与峰值地面加速度(PGA)的比率与位于FR的桥梁的地震响应显示出很强的相关性。由于MR和BR中的记录具有较高的加速度谱,因此PGV和PGA与位于MR和BR中的电桥的响应密切相关。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号