给出了密肋壁板结构与地基土相互作用的受力特性及筏板应力分布规律、基底土反力的分布规律和地基的沉降规律。
Then summarizes the mechanics characteristic of MRS and foundation soil and the distribution of raft stress and the foundation settlement laws.
同时本文也指出了蜂窝式空心板是以平板弯曲为主的带肋的板，而密肋楼板或井式楼板则是以交叉梁弯曲为主的带板的梁系。
Meanwhile this paper points out that cellular voided plates are the plates with ribs and the ribbed or waffle plates are the cross girder system with slabs as its wingspan.
采用有限元法对比分析了蜂窝式空心板的受力特点，指出了蜂窝式空心板与密肋楼板和井式楼板受力机理的不同。
The structural behavior of cellular voided slab was analyzed by finite element method, difference between cellular voided slab and ribbed or waffle slab was pointed out.
根据刚度等效的原则，将板等代为正交密肋体系，板上荷载转化为等效节点荷载，可利用通用结构分析软件对受复杂荷载作用的板作精确分析。
According to the principle of equivalent rigidity, the slab is analogic to closely spaced beams, and the loads upon the slab can be transformed to equivalent nodes load of beams.
根据刚度等效的原则，将板等代为正交密肋体系，板上荷载转化为等效节点荷载，可利用通用结构分析软件对受复杂荷载作用的板作精确分析。
According to the principle of equivalent rigidity, the slab is analogic to closely spaced beams, and the loads upon the slab can be transformed to equivalent nodes load of beams.
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