【摘要】 由于配筋小型砌块结构在地震作用下的侧向变形曲线形状介于钢筋混凝土框架结构和剪力墙结构之间,因此,将配筋小型砌块结构考虑成“框架-剪力墙”体系。建立分析模型模拟试验模型在地震激励下的弹塑性反应,证明了该模型的有效性。更多还原

【Abstract】 The transverse deformation of reinforced concrete hollow blocks is between the reinforced concrete structures and the shear-wall structures, so the reinforced concrete hollow blocks are considered as a “frame-shear wall” system. Analytical model developed to simulate elastic-plastic seismic response is proved practically.更多还原