王威,薛建阳,章红梅,等.框架结构在汶川5.12大地震中的震害分析及抗震启示[J].世界地震工程,2009,25(4):131-135.WANG Wei,XUE Jianyang,ZHANG Hongmei,et al.Seismic design and lesson slearnt form the earthquake disaster of frame structures in 5.12 Wenchuan earthquake[J].World Earthquake Engineering,1993,13(1):77-87.
[3]
唐九如.钢筋混凝土框架节点抗震[M].南京:东南大学出版社,1989.TANG Jiuru.Seismic resistance of joints in rein forced concrete frame[M].Nanjing:Southeast University Press,1989.
[4]
Pantazopoulou SJ,Moehle JP.Identification of effect of salbs on flexural behavior of beams[J].Journal of Engineering Mechanics,1990,116(1):91-106.
[5]
French CW,et al.Effect of floor slab on Behavior of slab Beam Column Connections[C]//ACISP-123,Design of Beam Column Joints for Seismic Resistance,1991.
[6]
Suzuki N,et al.Behavior of rein forced concrete beam column subassem blages with and withou tslab[R].Dept.of Arch.,Faculty of Engrg.,Univ.of Tokyo,Tokyo,Japan,1984
吴勇,雷汲川,杨红,等.板筋参与梁端负弯矩承载力问题的探讨[J].重庆大学建筑学报,2002,24(3):33-37.WU Yong,LEI Jichuan,YANG Hong,et al.Discussion on negative flexural strength of beam sincluding slabs[J].Journal of Chongqing University(Architecture Edion),2002,24(3):33-37.
[9]
蒋永生,陈忠菹,周绪平.整浇梁板的框架节点抗震研究[J].建筑结构学报,1994,15(6):11-16JIANG Yongsheng,CHEN Zhongfan,ZHOU Xuping.A seismic research on RC frame joint of monolithically casted slab[J].Journal of Building Structures,1994,15(6):11-16.
