土木工程 |
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基于残余位移的空间结构火灾温度场推定方法 |
崔璟1, 尹凌峰1, 郭小明1, 唐敢2 |
1. 东南大学 土木工程学院,江苏 南京 210096;2. 南京航空航天大学 土木工程系,江苏 南京 210016 |
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Inverse presumption method for temperature fields of spatial structure based on residual displacement |
CUI Jing1, YIN Ling feng1, GUO Xiao ming1, TANG Gan2 |
1. School of Civil Engineering, Southeast University, Nanjing 210096, China; 2. Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China |
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[7] 李国强,郭士雄.受火约束钢梁在升温段和降温段行为的理论分析(Ⅰ)[J].防灾减灾工程学报,2006, 26(3): 241-250.
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GUO Shi xiong, LI Guo qiang. Analysis of restrained steel beams subjected to temperature increasing and descending Part Ⅱ: validation and parametrical analysises [J]. Journal of Disaster Prevention and Mitigation Engineering, 2006, 34(7): 359-368.
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[11] 郭小明,尹凌峰,崔璟,等.基于位移形态的钢结构火灾温度场逆向推定方法:中国,CN104008258A [P].20140827.
GUO Xiao ming, YIN Ling feng, CUI Jing, et al. An inverse presumption method of temperature filed based on residual displacements: China, CN104008258A [P]. 20140827.
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