首页 | 本学科首页   官方微博 | 高级检索  
     检索      

型钢混凝土柱的非线性推覆分析原理
引用本文:阿里甫江·夏木西,张德娟.型钢混凝土柱的非线性推覆分析原理[J].新疆大学学报(理工版),2009,26(1):120-126.
作者姓名:阿里甫江·夏木西  张德娟
作者单位:新疆大学建筑工程学院,新疆,乌鲁木齐,830008  
基金项目:新疆大学自然科学基金,国家自然科学基金 
摘    要:以建立型钢混凝土柱简便、廉价、准确及易于使用的理论分析工具为目的,将非线性推覆分析方法运用到型钢混凝土柱的非线性分析,首先建立了型钢混凝土柱的非线性推覆分析模型和材料本构关系,然后利用此模型和本构关系编制了非线性推覆分析程序,最后使用本程序对已有试验数据的型钢混凝土柱进行计算,通过试验结果和理论计算结果的比较验证了程序的可靠性,结果表明:非线性推覆分析方法用于型钢混凝土柱的理论分析其概念明确、原理简单、容易实现、结果准确、耗时少、计算费用低,可以用于实用的目的.

关 键 词:型钢混凝土柱  非线性  非线性分析  推覆分析

Non-linear Push-over Analyzing Principles of SRC Column
Alifujiang Xiamuxi,ZHANG De-juan.Non-linear Push-over Analyzing Principles of SRC Column[J].Journal of Xinjiang University(Science & Engineering),2009,26(1):120-126.
Authors:Alifujiang Xiamuxi  ZHANG De-juan
Institution:(College of Architectural and Civil Engineering, Xinjiang University, Urumqi Xinjiang 830008, P.R.China)
Abstract:Aiming at the creation of simple, cheap, accurate and easy-to-use theoretical analyzing tool for SRC columns, non-linear push-over analyzing method were applied to non-linear analysis of SRC column, firstly established the non-linear push-over analyzing model and material constitutive relation of SRC columns, and then using the model and the relation, composed the non-linear push-over analyzing program of SRC columns, finally the SRC columns that already have experinlental data were calculated to validate the reliability of the program, the results showed that the non-linear push-over analysis are definitive, easyto-use, accurate, time and money saving method when it is used to the calculations of SRC columns and can be applicable.
Keywords:SRC column  non-linear  non-linear analysis  push-over analysis
本文献已被 维普 万方数据 等数据库收录!
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