By changing the thickness of cold-form deck, thickness and strength of concrete, amount of steel stud and other parameters, the paper discussed the behavior of loaded composite-slab.
通过压型钢板厚度、砼板厚度、砼强度等级、栓钉数量等几个参数的变化，探讨组合板在荷载作用下的内力、变形情况。
The influence of main parameters on the behavior of concrete members subjected to fire was analyzed.
分析了各种参数对混凝土梁在受火时性能的影响。
This FE method will help to analyze the behavior of rectangular concrete-filled steel tubular column while parameters change.
本文方法对于钢管混凝土柱的非线性分析具有借鉴意义。
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