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瓜洲泵站抗震安全性分析

吴昊 李宝春 袁聪 夏国春 吴永军 黄凯 张伟 仇建春

南通大学学报(自然科学版)2024,Vol.23Issue(3):75-81,7.
南通大学学报(自然科学版)2024,Vol.23Issue(3):75-81,7.DOI:10.12194/j.ntu.20230904001

瓜洲泵站抗震安全性分析

Seismic safety analysis of the Guazhou pump station

吴昊 1李宝春 1袁聪 2夏国春 1吴永军 1黄凯 1张伟 1仇建春3

作者信息

  • 1. 江苏省水利建设工程有限公司,江苏 扬州 225002
  • 2. 江苏省淮沭新河管理处,江苏 淮安 223001
  • 3. 扬州大学 水利科学与工程学院,江苏 扬州 225100||江苏省水利动力工程重点实验室,江苏 扬州 225009||河海大学 水资源高效利用与工程安全国家工程研究中心,江苏 南京 210098
  • 折叠

摘要

Abstract

The Guazhou pump station,a representative project awarded the Luban Prize,plays a crucial role in flood control and drainage in the urban area of Yangzhou.This pump station,classified as a Grade II project,employs a bored pile foundation design.Given the importance of the project,it is essential to conduct a seismic safety analysis to assess the impact of seismic loads on the pump station and to validate the design while providing feedback for engi-neering improvements.The three-dimensional finite element method(3D-FEM)is a significant numerical simulation technique for studying structural safety performance and has become a key tool for evaluating seismic performance.This study focuses on the Guazhou pump station,establishing a 3D finite element model and using the Code for Seis-mic Design of Hydraulic Structures as a basis.The modal dynamic response spectrum method was employed to simu-late seismic dynamic responses,with numerical simulations conducted using ABAQUS software.By analyzing the de-formation and stress of the pump station,the seismic safety of the Guazhou pump station was evaluated.The results provide valuable insights for the seismic safety analysis of similar projects.

关键词

泵站/瓜洲泵站/反应谱/抗震分析/有限元/位移/应力

Key words

pump station/Guazhou pump station/response spectrum/seismic analysis/finite element/displacement/stress

分类

建筑与水利

引用本文复制引用

吴昊,李宝春,袁聪,夏国春,吴永军,黄凯,张伟,仇建春..瓜洲泵站抗震安全性分析[J].南通大学学报(自然科学版),2024,23(3):75-81,7.

基金项目

国家自然科学基金面上项目(52179128,52079120,51579085) (52179128,52079120,51579085)

扬州市"绿扬金凤"优秀博士人才项目(137012705) (137012705)

南通大学学报(自然科学版)

1673-2340

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