首页> 外文会议>The 3rd International Conference on The Concrete Future(第三届混凝土未来国际会议) >THE STRESS AND STRAIN ANALYSIS AND TEST STUDY UNDER HORIZONTAL LOADS FOR HOLLOW FLOOR OF CONCRETE
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THE STRESS AND STRAIN ANALYSIS AND TEST STUDY UNDER HORIZONTAL LOADS FOR HOLLOW FLOOR OF CONCRETE

机译:水平荷载作用下空心楼板的应力应变分析与试验研究。

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摘要

The frame structure of concrete hollow floor is one kind of new structure which the appearance nearly 10 years. Because of the section performance is different from the concrete hollow floor and concrete solid floorboard, under the horizontal loads the structure stress characteristic is difference from the hollow floor and the solid floor. By use of the finite element software analysis, the stress analysis is researched under horizontal loads in concrete hollow floor. Through the test of 1/3 scale model multi-floor concrete hollow floor and the testing result compare with the calculating analysis result, it is put forward that the calculating formula of equivalent beam width. It is researched by this model test that the anti-seismic characteristics, for example the hysteresis curve and the stiffness degradation and the ductile behavior of concrete hollow floor frame. The research results can provide the reference for the concrete hollow floor design.
机译:混凝土空心地板的框架结构是近十年来出现的一种新型结构。由于截面性能不同于混凝土空心地板和混凝土实心地板,在水平荷载下结构应力特性不同于空心地板和实心地板。利用有限元软件分析方法,对混凝土空心楼板在水平荷载下的应力分析进行了研究。通过对1/3比例模型多层混凝土空心楼板的测试,并将测试结果与计算分析结果进行比较,提出等效梁宽度的计算公式。通过该模型试验研究了混凝土空心地板框架的抗震特性,例如磁滞曲线和刚度退化以及延性。研究结果可为混凝土空心楼盖设计提供参考。

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