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基于钢柱、底板、基础相互作用的钢柱脚底板的简化设计
引用本文:赵建昌,陈全红.基于钢柱、底板、基础相互作用的钢柱脚底板的简化设计[J].特种结构,2009,26(3):27-31.
作者姓名:赵建昌  陈全红
作者单位:1. 兰州交通大学,土木工程学院,730070
2. 兰州交通大学,勘察设计院,730070
摘    要:本文从钢柱、底板、混凝土基础三者相互作用原理出发,采用大型有限元分析软件ANSYS9.0对一个理想钢柱脚模型一轴心受压柱柱脚,进行了非线性静力分析,得到柱脚底板反力分布状况,并与现行钢结构柱脚底板设计方法的计算结果进行比较,建立了基于钢柱、柱脚底板、基础相互作用原理的新的简化设计公式。

关 键 词:H型钢柱  柱脚底板  混凝土基础  相互作用  简化设计公式

Simplified Design of Sole Plate of Steel Frame Column Considering the Interaction of Steel Frame Column,Sole Plate and Foundation
Zhao Jianchang,Chen Quanhong.Simplified Design of Sole Plate of Steel Frame Column Considering the Interaction of Steel Frame Column,Sole Plate and Foundation[J].Special Structures,2009,26(3):27-31.
Authors:Zhao Jianchang  Chen Quanhong
Affiliation:( 1. School of Civil Engineering, Lanzhou Jiaotong University, 730070, China; 2. Survey & Design Institute, Lanzhou Jiaotong University, 730070, China)
Abstract:On the basis of the interaction of the steel frame column, soleplate and concrete foundation, a nonlinear static analysis of a soleplate suffering axial force is carried out by a finite element software-ANSYS9.0. The distributing condition of the reaction forces of soleplate is obtained and is compared with that of current design methods. The result can be a reference to establish new simplified calculation formulas.
Keywords:H-section steel frame column Sole plate of steel frame column Concrete foundation Interaction Simplifide calculation formula
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