聂建国,余志武.钢-混凝土组合梁在我国的研究及应用[J].土木工程学报,1999,32(2):3-8.NIE Jian-guo,YU Zhi-wu.Research and practice of composite steel-concrete beams in China[J].Chain Civil Engineering Journal,1999,32(2):3-8.(in Chinese)
[2]
中华人民共和国建设部.GBJ 50017—2003钢结构设计规范[S].北京:中国建筑工业出版社,2003.Ministry of Construction of People's Republic of China.GBJ 50017—2003 code for design of steel structures[S].Beijing: China Architecture & Building Press,2003.(in Chinese)
[3]
王连广.钢与混凝土组合结构理论与计算[M].北京:科学出版社,2005.
[4]
聂建国,张眉河.钢-混凝土组合梁负弯矩区混凝土板裂缝的研究[J].清华大学学报(自然科学版)。1997,37(6):95- 99.NIE Jian-guo,ZHANG Mei-be.Study on the concrete flange in tension of composite steel-concrete beams[J].Journal of Tsinghua University (Sci & Tech),1997,37(6):95-99.(in Chinese)
[5]
GAETANO Manfredi,GIOVANNI Fabbrocino,EDOARDO Cosenza.Modeling of steel concrete composite beams under negative bending[J].Journal of Engineering Mechanics,1999,125(6):654-662.
[6]
GAETANO Manfredi,GIOVANNI Fabbrocino,EDOARDO Cosenza.Analysis of continuous composite beams including partial interaction and bond[J].Journal of structural Engineering,2000,126(11):1 288-1 294.
[7]
余志武,郭风琪.部分预应力钢-混凝土连续组合梁负弯矩区裂缝宽度试验研究[J].建筑结构学报,2004,25(4):55-59.YU Zhi-wu,GUO Feng-qi.Experimental study of crack width in negative bending region of partially prestressed continuous steel-concrete composite beams[J].Journal of Building Structure,2004,25(4):55-59.(in Chinese)