The damage form and aseismic behavior and deformation capacity of cavil walls are studied by pseudo-static low cyclic load test whose sample includes three cavity walls.

 
  • 通過(guò)3片不同拉接筋間距的空心磚復合夾心墻及1片空心磚實(shí)體墻的低周期反復荷載試驗,研究夾心墻體的破壞形態(tài)、抗震性能及變形能力。
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