某55m大直径钢板仓基础-上部结构联合作用分析  

Combined action analysis of the foundation and superstructure of a 55 m large diameter steel silo

作　　者：李进 林凡伟 朱斌 陈守祥 陈婷 魏文晖[2] LI Jin;LN Fanwei;ZHU Bin;CHEN Shouxiang;CHEN Ting;WEI Wenhui(Central Southern China Electric Power Design Instituc Co.,Ltd.,China Power Engineering Consulting Group,Wuhan 430071,China;School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China)

机构地区：[1]中国电力工程顾问集团中南电力设计院有限公司,湖北武汉430071 [2]武汉理工大学土木工程与建筑学院,湖北武汉430070

出　　处：《武汉大学学报（工学版）》2022年第S02期181-185,共5页Engineering Journal of Wuhan University

摘　　要：以某55m大直径钢板仓为研究对象,利用有限元软件ABAQUS建立筏板基础-上部结构联合作用有限元模型,并进行整体模型荷载及相互作用分析,得出钢板仓筏板基础-上部结构相互影响作用特点。The 55 m diameter steel silo with raft foundation-superstructure is modeled by finite element program to perform combined action analysis.This paper compares interactions with superstructures,and the characteristics of the interaction between the steel silo raft foundation and the superstructure are obtained.

关 键 词：钢板仓 筏板基础 联合作用 有限元分析 

分 类 号：TU249.2[建筑科学—建筑设计及理论]