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高墩抗震性能评估的适用地震动强度参数研究

张超 申彦利

防灾减灾工程学报2017,Vol.37Issue(1):9-16,8.
防灾减灾工程学报2017,Vol.37Issue(1):9-16,8.DOI:10.13409/j.cnki.jdpme.2017.01.002

高墩抗震性能评估的适用地震动强度参数研究

Research on Appropriate Intensity Measure of Tall Pier Seismic Performance Estimation

张超 1申彦利1

作者信息

  • 1. 河北工程大学土木工程学院,河北邯郸056038
  • 折叠

摘要

Abstract

In order to effectively estimate the seismic performance of RC tall pier,53 real ground motion records were chosen to establish a record base,and three pier models with different natural period were established.The applicability of the intensity measure,which considers the higher modes for evaluating the seismic performance of the reinforced concrete pier was studied.The IDA curves and standard deviation including normal distribution and lognormal distribution can be obtained by using incremental dynamic analysis and statistical analysis,which can also derive standard deviation of response and log response of three models curves changing with intensity measure.The results show that proposed intensity measure can effectively estimate the seismic performance of tall pier,which can be an excellent foundation of further study of pier seismic performance estimation.

关键词

高墩/高阶振型/强度参数/增量动力分析

Key words

tall pier/higher mode/intensity measure/incremental dynamic analysis

分类

建筑与水利

引用本文复制引用

张超,申彦利..高墩抗震性能评估的适用地震动强度参数研究[J].防灾减灾工程学报,2017,37(1):9-16,8.

基金项目

国家自然科学基金项目(51378169) (51378169)

河北省自然科学基金项目(E2013402072)资助 (E2013402072)

防灾减灾工程学报

OA北大核心CSCD

1672-2132

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