• A simplified theoretical solution is also derived for the loading-carrying capacity of the joint, based on the punching shear failure model.

    文中推导了基于切面剪应力破坏模型节点承载力简化理论

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  • Three sets of model test in laboratory show that the failure model in the foundation with soft clay underlying layer belongs basically to the punching shear failure.

    室内模型试验表明具有软弱地基破坏模型基本上属于破坏。

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  • The assumed collapse mechanism takes accounts of the influence of shear displacement and rotation simultaneously and conforms to the real features of punching failure satisfactorily.

    采用破坏机构同时考虑了冲切锥外围板之间相对错动位移转动位移影响,比较符合实际的冲切破坏机理。

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  • The assumed collapse mechanism takes accounts of the influence of shear displacement and rotation simultaneously and conforms to the real features of punching failure satisfactorily.

    采用破坏机构同时考虑了冲切锥外围板之间相对错动位移转动位移影响,比较符合实际的冲切破坏机理。

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