首页> 外文会议>World conference on earthquake engineering;WCEE >EXPERIMENTAL STUDY ON THE EVALUATION OFTHE EARTHQUAKE RESISTANT PERFORMANCE OFMUD-PLASTERED WALLS
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EXPERIMENTAL STUDY ON THE EVALUATION OFTHE EARTHQUAKE RESISTANT PERFORMANCE OFMUD-PLASTERED WALLS

机译:泥塑墙体抗震性​​能评估的试验研究

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Mud-plastered walls are very suitable for Japanese climate, but their use has declined in recent yearsbecause of the construction costs, which in fact are very expensive, and the uncertainly of their shearresistant capacity. This experimental study was carried out with the aim to establish a shear strengthevaluation method for mud-plastered walls. Shear loading tests of mud-plastered walls with variousshapes were done.The results showed that Arakabe (first layer) is not effective for resisting the shear force, while Nakanuri(second layer) is bearing most of the applied shear force. Moreover, the width of the wall affects thefailure mode and the shear strength, while the height does not have influence on the shear strength. Fromthe test results, a shear resisting mechanism and a shear strength evaluation method of mud-plasteredwalls is proposed.
机译:泥灰泥墙非常适合日本气候,但是由于建筑成本(实际上非​​常昂贵)以及不确定的抗剪切能力,近年来其使用量有所下降。进行这项实验研究的目的是建立泥浆墙的抗剪强度评估方法。进行了各种形状的泥浆墙的剪力试验。结果表明,第一层的Arakabe不能有效抵抗剪切力,而第二层的Nakanuri则可以承受大部分的剪切力。而且,壁的宽度影响破坏模式和抗剪强度,而高度不影响抗剪强度。从试验结果出发,提出了灰泥墙体的抗剪机理和抗剪强度评估方法。

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