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Experimental tests for seismic assessment and strengthening of adobe structures

机译:地震评估和土坯结构加固的实验测试

摘要

Adobe structures present very appealing characteristics regarding a more sustainable practice with thepreservation of our natural resources. However, when subjected to cyclic horizontal actions, such as earthquakes,they can present a deficient behaviour.With the purpose of evaluating the seismic vulnerability of adobe structures, a series of tests were conducted ona full-scale adobe wall considering constant dead and live loads combined with cyclic horizontal actions withrising amplitude. A structural strengthening solution was tested on the repaired wall after its assessment test. Theadopted repair solution, based on cracks injection, combined with the strengthening solution, proved to be veryefficient in improving the performance of the adobe wall.With the study conducted, it was possible to contribute to the characterization of adobe structural walls in termsof deformation capacity and failure modes, establishing the basis for the calibration of numerical models foradobe structures.
机译:Adobe的结构在保存我们的自然资源方面具有更具吸引力的特点,可以实现更可持续的实践。然而,在地震等周期性的水平作用下,它们表现出不良的行为。为了评估土坯结构的地震易损性,在考虑恒定恒载和活荷载的情况下,对全尺寸土坯墙进行了一系列测试。结合具有幅度的周期性水平动作。经过评估测试后,在修复后的墙壁上测试了结构加固解决方案。事实证明,采用基于裂纹注入的修复方案与加强方案相结合,对于提高土坯墙的性能非常有效。通过进行这项研究,有可能在变形能力和变形方面为土坯结构墙的表征做出贡献。失效模式,为adobebe结构的数值模型的校准奠定了基础。

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