小高层密肋壁板轻框结构模型振动台试验研究

Study on shaking table test of a 1/10 scale high rise multi rib wall plate slablightweight frame model

阐述了十层密肋壁板轻框结构1/10比例模型房屋模拟振动台试验。对该类结构体系的动力特性进行了研究,建立了结构的简化计算模型,采用高阶单步法编制了弹塑性时程分析程序,并对房屋模型进行了计算分析,理论计算与实测值吻合良好。研究结果表明:本结构体系是一种理想的新型抗震结构体系。

The shaking table test of a 1/10 scale multi rib wall plate lightweight frame model with a height of ten stories is elucidated.The dynamic properties of the model is studied with the set up of a simplified computation model. The high order single step method is adopted for compiling nonlinear time history response program. The analysis result of seismic response of the model coincides with the test data. The investigation shows that this kind of structure is a new ideal aseismic structure system.