The behavior and theory on shear-bond slip of profiled sheeting-concrete composite slab is rarely studied at present.
目前，对组合楼板粘结滑移性能的研究很少，现有的粘结滑移理论亦不深入。
参考来源 - 压型钢板—混凝土组合楼板剪切粘结滑移性能试验研究At the same time, performance of two-way composite slab with different boundary conditions and different span-ratio are analyzed.
同时，分析了双向组合板在不同约束条件和不同跨度比下的受力性能。
参考来源 - 压型钢板A new type of steel-concrete composite slab with stiffening rib made of shape steelwas present. The mechanical experiment of 9 specimens was accomplished takingaccount of influencing factor in form of reinforced rib, thickness of composite slab.
本文提出了带型钢加劲肋的钢板-混凝土组合板这一新型组合板,型钢加劲肋分别采用工字钢、矩形钢管和由工字钢剖分而成的T形钢三种形式,进行了9块组合板的力学性能试验。
参考来源 - 钢筋混凝土桩基梁板码头爆炸毁伤及抢修技术研究·2,447,543篇论文数据，部分数据来源于NoteExpress
At the same time, performance of two-way composite slab with different boundary conditions and different span-ratio are analyzed.
同时，分析了双向组合板在不同约束条件和不同跨度比下的受力性能。
Finally, the practical design methods and process of the structure system of prestressed composite slab are expatiated by representative example.
最后用实例讲述了预应力叠合楼盖体系的实际设计方法及步骤。
As a new system of structure, Multi-Ribbed Composite Slab structure is characterized by excellent mechanical and resisting earthquake force capacity.
密肋墙板结构作为一种新兴的结构体系，有着良好的受力和抗震性能，有广阔的应用和推广前景。
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