普瑞斯特雷M J N,塞勃勒F,卡而维 G M.桥梁抗震设计与加固[M].袁万城,胡 勃,崔 飞,译.北京:人民交通出版社,1997.
[2]
PRIESTLEY M J N,SEIBLE F,CALVI G M.Seismic Deign and Retrofit of Bridges[M].Translated by YUAN Wan-cheng,HU Bo,CUI Fei.Beijing:China Communications Press,1997.
[3]
JTJ 004—89,公路工程抗震设计规范[S].
[4]
JTJ 004—89,Seismic Design Code for Highway En-gineering[S].
[5]
JTG/T B02-01—2008,Guidelines for Seismic Design of Highway Bridges[S].
[6]
SUN Zhi-guo,WANG Dong-sheng,GUO Xun,et al.Damage Investigation of Huilan Interchange in Mianzhu After Wenchuan Earthquake[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(4):132-138.
[7]
PRIESTLEY M J N,VERMA R,XIAO Y.Seismic Shear Strength of Reinforced Concrete Columns[J].Journal of Structural Engineering,1994,120(8):2310-2329.
[8]
GU Yi-yun.Study on Residual Shear Strength of Reinforced Concrete Bridge Columns Under Strong Seismic Ground Movement[D].Fuzhou:Fuzhou Univer-sity,2003.
[9]
BI Gui-ping.Study on Some Key Issues on Seismic Design of Large-scale Complicated Interchange Bridges[D].Shanghai:Tongji University,2004.
WANG Dong-sheng,GUO Xun,SUN Zhi-guo,et al.Damage to Highway Bridges During Wenchuan Earthquake[J].Journal of Earthquake Engineering and Engineering Vibration,2009,29(3):84-94.
ASCHHEIM M A,MOEHLE J P.Shear Strength and Deformability of RC Bridge Columns Subjected to Inelastic Cyclic Displacement[R].Berkeley:Univer-sity of California,1992.
[19]
顾毅云.强震动下钢筋混凝土桥墩的残余剪切强度研究[D].福州:福州大学,2003.
[20]
毕桂平.城市大型复杂立交工程抗震关键性问题研究[D].上海:同济大学,2004.
[21]
LEE J H,KO S H,CHOI J H.Shear Strength and Capacity Protection of RC Bridge Columns[C]//MCEER.2004 ANCER Annual Meeting:Networking of Young Earthquake Engineering Researchers and Professionals.Honolulu:MCEER,2004:1-12.
[22]
WANG Dong-sheng,SI Bing-jun,AI Qing-hua,et al.Study on Seismic Shear Strength of RC Bridge Columns[C]//Branch of Earthquake Resistance and Disaster Prevention of Architectural Society of China.Proceedings of the 7th National Conference on Earthquake Engineering.Beijing:Earthquake Press,2006:1068-1074.