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But there is still a lot to be advancedresearch , complement in the development application process of new construction system . the paper , through the test of shear property and the factor analysis , studied rigdity and restoring force characteristic of multi - ribbied slab . finished work as following : though aseismic test of nine 1 / 2 - scaled model and one 1 / 4 - scaled model slabs , the paper studied breakage form , bearing capacity and energer consume , questioned stagnant speciality and contrast analyzed all kinds of factors influenting rigidity
本文是在總結課題組前期研究工作的基礎上，通過對墻板模型的抗剪性能試驗及因素分析，就密肋復合墻板的剛度及恢復力特征進行了研究，完成的主要工作如下：通過對9塊1 2比例及一塊1 4比例墻板模型抗震性能試驗，研究了墻板的破壞形態(tài)、承載力、變形及耗能；探討了墻板的滯回特性；同時對影響剛度的各種因素進行了對比分析。