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Influencing Factors of Temperature Action and Joint Distance of Reinforced Concrete Frame and Bent Structures

机译:钢筋混凝土框架与弯曲结构温度作用及节点间距的影响因素

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摘要

A nonlinear program analyzing reinforced concrete frame and bent structures under temperature action is developed and improved. Significant temperature effect on these structures is also studied. Reasonable values of the joint distance of frame and bent structures under high, mediate and low temperature action are attained. Design of super-length reinforced concrete frame and bent structures under temperature action is introduced and the program is proved practical.
机译:提出并改进了温度作用下钢筋混凝土框架和弯曲结构的非线性分析程序。还研究了温度对这些结构的显着影响。获得了在高温,中温和低温作用下框架与弯曲结构的接合距离的合理值。介绍了在温度作用下超长钢筋混凝土框架和弯曲结构的设计,并证明了该程序的实用性。

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