胡海涛,董毓利.高温时高强混凝土瞬态热应变的研究[J].建筑结构学报,2002,23(4):32-35.HU Hai-tao,DONG Yu-li.Experimental research on the transient thermal strain of high strength concrete at elevated temperature[J].Journal of Building Structures,2002,23(4):32-35.(in Chinese)
[3]
LI Long-yuan,PURKISS John.Stress-strain constitutive equations of concrete material at elevated temperatures[J].Fire Safety Journal,2005,40:669-686.
[4]
THELANDERSSON S.Modeling of combined thermal and mechanical action in concrete[J].Journal of Engineering Mechanics,1987,113(6):893-906.
[5]
南建林,过镇海,时旭东.混凝土的温度-应力耦合本构关系[J].清华大学学报(自然科学版),1997,37(6):87-90 NAN Jian-lin,GUO Zhen-hai,SHI Xu-dong.Temperature stress coupling constitutive relationship of concrete[J].Journal of Tsinghua University(Sci & Tech),1997,37(6):87-90.(in Chinese)
[6]
BRATINA Sebastjan,SAJE Miran,PLANINE Igor.The effect of different strain contributions on the response of RC beams in fire[J].Engineering Structures,2007(29):418-430.
[7]
SUKWON Kang,HONG Sung-gul.Behavior of concrete members at devated temperatures considering inelastic deformation[J]. Fire Technology,2003,39:9-22.
[8]
蒋首超.钢-混凝土组合楼盖抗火性能理论与试验研究[D].上海:同济大学土木工程学院,2001.JIANG Shou-chao.Theoretical and experimental research on the fire-resistance of composite floor[D].Shanghai:School of Civil Engineering,Tongji University,2001.(in Chinese)