...载力分析-建筑结构 关键词］连续组合板；压型钢板；极限承载力；部分剪力连接模型 [gap=881]Keywords:continuous composite slab; profiled steel sheet; ultimate capacity; partial connection model ..
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However, the difference is that the continuous composite slab can carry further substantial load even after the shear slip initiation as against the simply supported slab.
但与简支组合板不同的是，连续组合板端部出现滑移后，其极限承载能力明显高于相同跨度简支板极限承载力。
Comparisons between experimental results and theoretical results show that the proposed method is accurate for calculating the ultimate capacity of continuous composite slab.
与国内外的连续组合板试验结果的对比表明，提出的计算方法能够较为准确地计算连续组合板的极限承载力。
The test results show that the continuous composite slab with lower level of prestressing can meet the requirement of ultimate state under normal serviceability and has better ductility.
试验结果表明，部分预应力陶粒砼叠合连续板跨中取用较低的预应力度，不仅能满足正常使用极限状态的要求，而且具有较好的延性。
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