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钢筋混凝土框架结构的安定性试验研究及理论分析
引用本文:李明元.钢筋混凝土框架结构的安定性试验研究及理论分析[J].河南科学,2006,24(5):723-728.
作者姓名:李明元
作者单位:河南省交通规划勘察设计院,郑州,450052
摘    要:通过2个“T”型钢筋砼框架的单调加载试验和4个“T”型钢筋砼框架的低周重复加载试验,研究了钢筋砼框架的安定性以及影响安定性的因素,提出了安定状态下钢筋砼框架的刚度计算方法,给出了用楔形变刚度法计算安定状态下钢筋砼框架结构的内力计算公式.

关 键 词:框架结构  安定性  试验研究  内力计算
文章编号:1004-3918(2006)05-0723-06
收稿时间:2006-06-17
修稿时间:2006年6月17日

Theoretical Analysis and Experiment Study on the Invariability of the Reinforced Concrete Frame
LI Ming-yuan.Theoretical Analysis and Experiment Study on the Invariability of the Reinforced Concrete Frame[J].Henan Science,2006,24(5):723-728.
Authors:LI Ming-yuan
Institution:Henan Provincial Institute of Communications Planning, Survey and Design, Zhengzhou 4500052, China
Abstract:Invariability of reinforced concrete frames are studied in the paper, in which 2 T-shape reinforced concrete frames are tested under monotone loading and other 4 T-shape reinforced concrete frames are done under lower-cycle lording. Factors to affect the invariablility of the reinforced concrete frame are studied. The calculating method about the stiffness of the reinforced concrete frame in the invariable state is discussed and the formula based on the wedge-shape alterable stiffness method for the inner force of the reinforced concrete frame in the invariable state is put forward.
Keywords:frame  invariability  experiment study  inner forcecalculation
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