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通过对一榀1/2比例底部一层两跨框架、上部三层钢筋砼-砖砌作横向组合墙结构的模型伪静力试验,研究了底框架、组合墙和框墙梁在竖向荷载或/和水平地震力同时作用下的破坏过程和机理、抗震性能及框支组合墙变形、承载力等问题.
The pseudo-static test of a transverse composite wall structure with a floor-to-floor ratio of one-half to two-span frames and an upper three-story reinforced concrete-brick is studied to study the vertical load of the bottom frame, composite wall and frame wall beams. Destructive process and mechanism, seismic performance and deformation and bearing capacity of framed composite wall under the simultaneous action of or/and horizontal seismic forces.