[1] 邱汉涛.钢筋混凝土框架房屋抗震设计[J].国外建材科技,2003,24(5):91-92.
QIU Han-tao.Seismic Design of Reinforced Concrete Frame Buildings[J].Science and Technology of Overseas Building Materials,2003,24(5):91-92.
[2]温东辉,宋凤明.低屈服点钢在建筑抗震设计中的应用[J].宝钢技术,2007(2):9-12.
WEN Dong-Hui,SONG Feng-ming.Application of Low Yield Point Steel in Design of Earthquake Resistant Buildings[J].Baosteel Technology,2007(2):9-12.
[3]汤新强,陈天地,曾永平.结构模型试验与模型设计[J].四川建筑,2008,28(2):122-125.
TANG Xin-qiang,CHEN Tian-di,ZENG Yong-ping.Structural Model Test and Model Design[J].Sichuan Architecture,2008,28(2):122-125.
[4]朱伯龙,张瑶联.建筑结构抗震设计原理[M].上海:同济大学出版社,1994.
ZHU Bo-long,ZHANG Yao-lian.Seismic Design Principle of Building Structure[M].Shanghai:Tongji University Press,1994.
[5]朱伯龙.结构抗震试验[M].北京:地震出版社,1989.
ZHU Bo-long.Structure Seismic Experiment[M].Beijing:Earthquake Publishing House,1989.
[6]滕家禄.高层建筑结构抗震设计[M].北京:中国建筑工业出版社,1997.
TENG Jia-lu.Structure Seismic Design of Tall Buildings[M].Beijing:China Architecture & Building Press,1997.
[7]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 Jiu-ru.Aseismic of Reinforced Concrete Frame Joints[M].Nanjing:Southeast University Press,1989.
[8]谭明鹤,王荣辉,黄永辉,等.刚性悬索加劲钢桁梁桥特殊节点模型试验[J].中国公路学报,2008,21(1):47-52.
TAN Ming-he,WANG Rong-hui,HUANG Yong-hui,et al.Special Joint Model Test of Stiff Suspension Reinforced Steel Truss Bridge[J].China Journal of Highway and Transport,2008,21(1):47-52.
[9]潘 元,邢国华,吴 涛,等.梁高不等的混凝土中柱节点抗震性能[J].长安大学学报:自然科学版,2010,30(4):60-65.
PAN Yuan,XING Guo-hua,WU Tao,et al.Failure Mechanism and Seismic Behavior of Interior Joints with Different Depth Beams[J].Journal of Chang'an University:Natural Science Edition,2010,30(4):60-65.
[10]吴 涛,刘伯权,邢国华,等.RC框架变梁变柱中节点抗裂性能试验[J].长安大学学报:自然科学版,2009,29(4):77-81.
WU Tao,LIU Bo-quan,XING Guo-hua,et al.Crack Resistance Test of Interior Joints with Abrupt Reduction in Beam and Column Section in Reinforced Concrete Frame[J].Journal of Chang'an University:Natural Science Edition,2009,29(4):77-81.
[11]石启印,陆 鸣,李爱群,等.钢-混凝土组合梁与钢管混凝土柱节点的非线性有限元分析[J].建筑科学与工程学报,2009,26(4):73-79.
SHI Qi-yin,LU Ming,LI Ai-qun,et al.Nonlinear Finite Element Analysis of Steel-concrete Composite Beam to Concrete-filled Steel Tubular Column Joints[J].Journal of Architecture and Civil Engineering,2009,26(4):73-79.