首页 | 本学科首页   官方微博 | 高级检索  
     

混凝土结构温度内力数值分析
引用本文:朱慈勉,顾绍义.混凝土结构温度内力数值分析[J].计算机辅助工程,2007,16(3):47-51.
作者姓名:朱慈勉  顾绍义
作者单位:同济大学,土木工程学院,上海,200092
摘    要:为研究混凝土结构的温度效应,利用ANSYS对混凝土框架、框架-剪力墙和剪力墙等结构在温度变化作用下的变形特点和内力分布规律进行系统分析.对具有不同纵向长度、楼层数和建筑体形特征的结构分别建立计算模型,在假设建筑物内外无温差和有温差两种温变条件下进行计算分析,从中得到各种结构温度变形和内力分布的基本规律,其主要结论对结构工程师具有实用价值.

关 键 词:混凝土结构  温度变形  温度内力  数值分析  有限元  ANSYS  混凝土框架  土结构  温度内力  数值分析  temperature  reinforced  concrete  structure  internal  force  analysis  价值  结构工程师  分布规律  内力分布  温度变形  计算分析  变条件  温差  建筑物内  假设  计算模型  体形特征
文章编号:1006-0871(2007)03-0047-05
收稿时间:2007-05-19
修稿时间:2007-07-09

Numerical analysis on internal force of reinforced concrete structure caused by temperature
ZHU Cimian and GU Shaoyi.Numerical analysis on internal force of reinforced concrete structure caused by temperature[J].Computer Aided Engineering,2007,16(3):47-51.
Authors:ZHU Cimian and GU Shaoyi
Affiliation:College of Civil Eng. , Tongji Univ. , Shanghai 200092, China
Abstract:To study temperature effect of concrete structures, the numerical analysis on temperature deformation and internal force caused by temperature distribution of reinforced concrete frame structures, frame-shearwall structures and shearwall structures are done using ANSYS. Typical computational models are established respectively for the structures with different longitudinal lengths, storeys and forming characteristics, which are analyzed under the assumption with or without temperature difference between inside and outside the structures. The temperature deformation and internal force distribution are obtained. The main conclusions are valuable to structure engineers.
Keywords:reinforced concrete structure  temperature deformation  internal force caused by temperature  numerical analysis  finite element  ANSYS
本文献已被 维普 万方数据 等数据库收录!
点击此处可从《计算机辅助工程》浏览原始摘要信息
点击此处可从《计算机辅助工程》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号