钢筋混凝土框架结构模型模拟地震振动台试验

以4层附加柔性连接填充墙钢筋混凝土模型框架振动台试验为背景,设计并制作了1/8比例微粒混凝土整体结构模型,进行了模拟地震振动台试验研究,根据相似系数由模型结构试验结果反应反推原型结构的动力反应,结果表明,原型结构的层间位移与最大位移角均满足我国抗震规范要求。

Reinforcement concrete frame structure model simulating seismic shaking table test

Taking the reinforcement concrete model frame shaking table test with 4 levels additional flexible connection filling wall as background, the author designs and produces the 1/8 ratio particle concrete overall structure model, gets research on simulating seismic shaking table test, according to the similar parameters reverses the dynamic effect of the prototype structure based on the model structure test results, results show that the story displacement and maximum displacement angle of the prototype structure all satisfy Chinese anti-seismic standard requirements.