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Temperature Joint Study of Reinforced Concrete Frame and Bent

机译:钢筋混凝土框架与弯曲的温度联合研究

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摘要

This paper devoted to studying temperature joint in structures of reinforced concrete frame and bent. A nonlinear analysis program is made and improved specially for the study of reinforced concrete frame and bent under temperature load. Some reasonable values of joint distance are obtained for the frame and bent under high, middle and low temperature, and a design method of super-length reinforced concrete frame and bent under temperature load is presented.
机译:本文致力于研究钢筋混凝土框架和弯管结构的温度节点。专门针对钢筋混凝土框架及其在温度荷载作用下的弯曲而建立的非线性分析程序进行了改进。得到了合理的框架间距,并在高温,中温和低温下进行弯折,提出了超长钢筋混凝土框架在温度荷载下弯曲的设计方法。

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