A Method of Plastic Ultimate Analysesfor RC Waffle-slab Structures
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TU375.01 TU375.02

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    Abstract:

    In order to calculats the ultimate load of a Waffle_slab structure with the method of plastic analysis,this paper supposes the structure as a virtual isotropic plate of structural orthogonal anisotropic plat es.The formulations of the ultimate moments distribution between the virtual plate and the virtual beams are deduced.The virtual work of the internal forces can be figured out easily under the given failure mechanism models,and then the ultimate load of the structure can be determined according to the virtual work principle.

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倪绍文. RC井式梁板结构的塑性极限分析法[J].土木与环境工程学报(中英文),1999,21(5):86~

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