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Experimental study on behavior of bricklaying strengthening ribs composite wall under low cyclic reversed loading

机译:低周反复荷载下砌体加筋肋复合墙性能的试验研究

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Using one bricklaying strengthening ribs composite wall filled with straw-clay blocks as specimens, the behaviors about co-action on press and shear of the wall under vertical and horizontal load was tested under low cyclic reversed loading. Experimental studies were carried out to investigate failure process and patterns, bearing capacity, ductility, deformation, performance and stiffness. The results indicate that failure pattern of the wall is mainly shearing-type and the wall has a better seismic performance. The test results provide a basis for further theoretical analysis and design methods.
机译:以填充有稻草粘土块的一砖砌加强肋复合墙为样本,在低周向反向荷载下,测试了墙在垂直和水平荷载作用下的压剪共同作用行为。进行了实验研究,以研究破坏过程和模式,承载能力,延展性,变形,性能和刚度。结果表明,该墙的破坏模式主要为剪切型,抗震性能较好。测试结果为进一步的理论分析和设计方法提供了依据。

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