The fire response of HPC shear walls was investigated by the finite element program ANSYS.
借助有限元程序ANSYS对高性能混凝土剪力墙火灾反应进行了分析，发现温度场计算结果与试验结果符合较好，挠度计算值略小于试验值，是因为试验温度不均匀造成的。
参考来源 - 高性能混凝土剪力墙火灾反应理论分析与抗火设计·2,447,543篇论文数据，部分数据来源于NoteExpress
对单层单跨混凝土框架进行火灾反应分析，并与试验结果进行比较，验证了此数值模型的准确性。
This fiber model was validated by comparing with experimental results from a one-story, one-bay frame fire test.
基于对试验结果的分析，提出了便于应用的钢材三折线高温材性模型，为较精确地进行结构火灾反应分析奠定了基础。
Based on test results, a trilinear material property model is proposed, it permits the fire response analysis of steel structures to be made more accurately.
对双曲抛物面索网结构利用非线性有限元方法对找形、常温下结构受载计算及其火灾反应的过程等进行详细的分析研究。
Cable structures with hyperbolic paraboloid shape are analysed in detail for the form finding and structural loading calculation as well as fire reaction at high temperature by FEA method.
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