非对称钢结构连廊整体提升过程力学性能研究  

THE MECHANICAL PROPERTIES OF ASYMMETRIC STEEL CORRIDOR DURING WHOLE LIFTING PROCESS

作　　者：王军[1] 董鹏 李世铎 葛增俊 王续尧 WANG Jun;DONG Peng;LI Shiduo;GE Zengjun;WANG Xuyao(China Construction Eighth Engineering Bureau First Construction Co.,Ltd.,Jinan 250013,China;Harbin Engineering University,Harbin 150001,China)

机构地区：[1]中建八局第一建设有限公司,济南250013 [2]哈尔滨工程大学,哈尔滨150001

出　　处：《低温建筑技术》2025年第2期10-13,共4页Low Temperature Architecture Technology

基　　金：国家自然科学基金项目(52278297)。

摘　　要：文中结合济南明湖国际科创中心连廊液压提升项目,使用MIDASGEN有限元分析软件对连廊的提升单元、提升单元吊点进行静力线性分析。通过有限元分析,对济南明湖国际科创中心连廊液压提升项目中钢结构连廊提升吊点及提升过程进行模拟分析,确定了连廊结构提升过程中的安全可靠性,为实际施工过程提供理论依据。Based on the hydraulic lifting project of the corridor of Jinan Minghu international science and technology center,the static linear analysis of the lifting unit and lifting point of the corridor is carried out by using MIDASGEN finite element analysis software.The lifting point and lifting process of the steel structure corridor are simulated and analyzed,and the safety and reliability of the corridor structure during the lifting process are determined,which provides a theoretical basis for the actual construction process.

关 键 词：钢结构连廊 整体提升 有限元分析 

分 类 号：TU391[建筑科学—结构工程]