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钢框架升板施工中参数化有限元分析技术
引用本文:靳猛,常静,周学军.钢框架升板施工中参数化有限元分析技术[J].钢结构,2008,23(4):65-67.
作者姓名:靳猛  常静  周学军
作者单位:1. 上海交通大学土木工程系,上海,200240
2. 山东交通学院基建处,济南,250000
3. 山东建筑大学,济南,250101
摘    要:以有限元软件ANSYS为平台,采用其参数化(APDL)有限元分析技术,模拟钢框架结构在升板法施工过程中,楼板在不同提升阶段的计算模型,由此编制出适用于钢结构体系采用升板法施工的施工内力的计算程序,以便控制各施工阶段的结构内力。

关 键 词:升板法  参数化建模(APDL)  有限元分析
修稿时间:2007年10月19

APDL USED IN LIFT SLAB CONSTRUCTION FOR STEEL FRAME STRUCTURE
Jin Meng,Chang Jing,Zhou Xuejun.APDL USED IN LIFT SLAB CONSTRUCTION FOR STEEL FRAME STRUCTURE[J].Steel Construction,2008,23(4):65-67.
Authors:Jin Meng  Chang Jing  Zhou Xuejun
Affiliation:Jin Meng (Department of Civil Engineering,Shanghai Jiaotong University Shanghai 200240) Chang Jing Zhou Xuejun (Sh,ong Jiaotong College Jinan 250000) (Sh,ong Architectural University Jinan 250101)
Abstract:The finite element method software ANSYS is taken as platform and technology of ANSYS parametric design language (APDL) is used to simulate the calculation model of different hoisting stage in construction process of steel frame structure lift slab. Then the procedure is worked out, which is suitable to calculate internal force of lift slab construction for steel structure, to control the structure internal force at different stage.
Keywords:lift slab method ANSYS parametric design language(APDL) finite element analysis  
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