文章摘要
殷开娟, 周逸仁.隔震渡槽结构的能力谱分析方法Journal of Water Resources and Water Engineering[J].,2014,25(5):174-178
隔震渡槽结构的能力谱分析方法
Analysis method of capacity spectrum of isolated aqueduct
  
DOI:10.11705/j.issn.1672-643X.2014.05.038
中文关键词: 隔震渡槽  能力谱  时程分析  侧向力加载
英文关键词: isolated aqueduct  capacity spectrum  time history analysis  lateral loading
基金项目:国家自然科学基金项目(51279052)
Author NameAffiliation
YIN Kaijuan, ZHOU Yiren (河海大学 土木与交通学院 江苏 南京 210098) 
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中文摘要:
      基于位移的抗震设计理论,介绍了能力谱法的基本原理和实施步骤。以南水北调工程为背景,应用该方法对渡槽结构的抗震性能进行了研究,并与非线性时程分析结果作对比。考虑到渡槽结构的特殊性,在计算需求谱曲线时,采用基于水工建筑物抗震设计规范的等延性弹塑性需求谱。分析表明:能力谱法可以用于隔震渡槽结构的抗震性能评估。
英文摘要:
      Based on the displacement of seismic design theory,this paper introduced the basic principle and implementation of capacity spectrum method.With the background of the south to north water diversion project,it studied the seismic performance of an aqueduct structure, and then compared with the results of nonlinear time-history analysis.Considering the particularity of aqueduct structure,when calculating the demand spectrum curve,it used constant ductility elastoplastic demand spectrum which based on the code for seismic design of hydraulic structures.Analysis show that capacity spectrum method can be used for seismic performance evaluation of isolated aqueduct.
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