钢筋混凝土连续梁弯矩调幅法的研究  

Moment Limitation Amplitude of Continuous Beams

作　　者：邓宗才[1] 

机构地区：[1]山东建材学院建工系,济南250022

出　　处：《建筑结构》1997年第8期30-32,共3页Building Structure

摘　　要：通过对Ⅱ、Ⅲ级钢筋混凝土连续梁的对比试验,研究了Ⅲ级钢筋混凝土连续梁的弯矩调幅问题,探讨了不同钢筋型号、不同混凝土受压区高度对调幅限值的影响.试验证明;所有Ⅲ级钢筋混凝土连续梁均达到了充分内力重分布且都满足正常使用要求.本文提出了Ⅲ级钢筋混凝土连续梁的调幅限值及其适用条件.An experiment investigation of moment limitation amplitude of continuous beams are conducted by using six bars of two spans continuous beam, which includes four main beams with II degree reinforcment steel, two main beams with III degree reinforcment steel. It is found that the continuous beam with III degree steel attained fully anew distribution of moment, and those beams met normal using demands. According to the experiment data, the moment limitation amplitude equation and its adaptive condition are made out.

关 键 词：钢筋混凝土 连续梁 弯矩调幅 塑性分析 

分 类 号：TU375.101[建筑科学—结构工程]