庄卫林,刘振宇,蒋劲松.汶川大地震公路桥梁震害分析及对策[J].岩石力学与工程学报,2009,28(7):1377-1387. ZHUANG Wei-lin,LIU Zhen-yu,JIANG Jin-song.Earthquake-induced Damage Analysis of Highway Bridges in Wenchuan Earthquake and Countermeasures[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(7):1377-1387.
[2]
王东升,郭 迅,孙治国,等.汶川大地震公路桥梁震害初步调查[J].地震工程与工程振动,2009,29(3):84-94. 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.
[3]
LI J Z,PENG T B,XU Y.Damage Investigation of Girder Bridges Under the Wenchuan Earthquake and Corresponding Seismic Design Recommendations[J].Earthquake Engineering and Engineering Vibration,2008,7(4):337-344.
[4]
AVIRAM A,MACKIE K R,STOJADINOVIC B.Effect of Abutment Modeling on the Seismic Response of Bridge Structures[J].Earthquake Engineering and Engineering Vibration,2008,7(4):395-402.
[5]
SHAMSABADI A,TEHRANI-KHALILI P,STEWART J P,et al.Validated Simulation Models for Lateral Response of Bridge Abutments with Typical Backfills[J].Journal of Bridge Engineering,2010,15(3):302-311.
[6]
孙治国,王东升,张 蓓,等.高原大桥桥台地震破坏机理与抗震措施分析[J].地震工程与工程振动,2012,32(4):79-87. SUN Zhi-guo,WANG Dong-sheng,ZHANG Bei,et al.Analysis of Seismic Failure Mechanism and Earthquake Resistant Measures for the Abutments of Gaoyuan Bridge[J].Journal of Earthquake Engineering and Engineering Vibration,2012,32(4):79-87.
[7]
李 悦,宋 波,川岛一彦.考虑土、上部结构和桥台相互作用的桥台抗震性能研究[J].岩石力学与工程学报,2009,28(6):1162-1168. LI Yue,SONG Bo,KAWASHIMA K.Research on Abutment Seismic Performance Considering Interaction of Soil,Superstructure and Abutment[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(6):1162-1168.
[8]
李枝军,葛 飞,徐秀丽,等.板式橡胶支座性能有限元模拟与试验研究[J].东南大学学报:自然科学版,2013,43(6):1299-1304. LI Zhi-jun,GE Fei,XU Xiu-li,et al.Finite Element Simulation and Experimental Study of Property for Elastomeric Pad Bearing[J].Journal of Southeast University:Natural Science Edition,2013,43(6):1299-1304.
[9]
汤 虎,李建中.地震动特性对公路桥梁板式橡胶支座滑动反应影响[J].工程力学,2013,30(10):154-161. TANG Hu,LI Jian-zhong.Effect of Ground Motion Characteristics on Sliding Response of Elastomeric Pad Bearings in Highway Bridges[J].Engineering Mechanics,2013,30(10):154-161.
[10]
SHAMSABADI A,NORDAL S.Modeling Passive Earth Pressures on Bridge Abutments for Nonlinear Seismic Soil-structure Interaction Using Plaxis[R].Amsterdam:Plaxis Bulletin,2006.
[11]
FANG Y S,CHEN T J,WU B F.Passive Earth Pressures with Various Walls Movements[J].Journal of Geotechnical Engineering,1994,120(8):1307-1322.
[12]
CURRAS C J,BOULANGER R W,KUTTER B L,et al.Dynamic Experiments and Analyses of a Pile-group-supported Structure[J].Journal of Geotechnical and Geoenvironmental Engineering,2001,127(7):585-596.
[13]
MATLOCK H.Correlations for Design of Laterally Loaded Piles in Soft Clay[C]//OTC.Proceedings of the 2nd Annual Offshore Technology Conference.Houston:OTC,1970:577-594.
[14]
O'NEILL M W,MURCHISON J M.An Evaluation of p-y Relationships in Sands[M].Houston:University of Houston,1983.
[15]
LAM I P,MARTIN G R,IMBSEN R.Modeling Bridge Foundations for Seismic Design and Retrofitting[J].Transportation Research Report,1991,1290:113-126.
[16]
CHOUW N,HAO H.Study of SSI and Non-uniform Ground Motion Effect on Pounding Between Bridge Girders[J].Soil Dynamics and Earthquake Engineering,2005,25:717-728.
