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Effect of RC Floor Slab on Hysterestic Characteristics of Steel Beams Subjected to Large Cyclic Loading (Part 3: Modeling of Full-Scale Steel Frame with RC Floor Slab)

机译：钢筋混凝土楼板对承受大循环荷载的钢梁滞回特性的影响（第3部分：使用钢筋混凝土楼板的全尺寸钢框架建模）

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This is a continuation of Parts 1 and 2 and describes numerical models adopted in nonlinear static analysis. A general-purpose commercial FE package DIANA 8.1 (DIANA 2003), was adopted to develop the models. To faithfully reproduce all the complicated boundary conditions, the entire test structure including two frames is considered The FE models are shown in Fig.1.

机译：这是第1部分和第2部分的延续，并描述了非线性静态分析中采用的数值模型。通过通用的商业Fe Package Diana 8.1（Diana 2003），以发展模型。为了忠实地再现所有复杂的边界条件，认为包括两个帧的整个测试结构被认为是FE模型如图1所示。

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《日本建築学会大会》|2005年|917-918|共2页
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作者
ZHOU Feng; MATSUMIYA Tomohiro; NAKASHIMA Masayoshi; SUITA Keiichiro;
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关键词
Cyclic loading; Full-scale test; Numerical analysis; RC floor slab; Composite action; Fracture;

机译：循环加载;全面测试;数值分析; RC楼板;复合动作;断裂;

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Effect of RC Floor Slab on Hysterestic Characteristics of Steel Beams Subjected to Large Cyclic Loading (Part 3: Modeling of Full-Scale Steel Frame with RC Floor Slab)

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