引文
[1]王松涛,曹资.现代抗震设计方法[M].北京:中国建筑工业出版社,1997.WANG Songtao,CAO Zi.Modern seismic design method[M].Beijing:China Building Industry Press,1977.
[2]应稼年,土荣昌,俞载道.地基土-桩基础-核电站辅助厂房结构相互作用体系的地震响应分析[J].地震工程与工程振动,1995,15(1):44-52.YING Jianian,WANG Rongchang,Yu Zaidao.Earthquake response analysis of soil-pile-nuclear power station auxiliary workshop structure inter-action system[J].Earthquake Engineering and Engineering Vibration,1995,15(1):44-52.
[3]门玉明,黄义,尹冠生等.贮仓-地基相互作用系统振动台试验研究[J].世界地震工程,2001,17(4):118-122.MEN Yuming,HUANG Yi,YIN Guansheng et al.Research on vibration testing of silo-foundations interaction system[J].World Information onEarthquake Engineering,2001,17(4):118-122.
[4]迟世春,林皋.混凝土面板石坝与库水动力相互作用[J].大连理工大学学报.1998,38(6):718-723.CHI Shi chun,LIN Gao.Research on hydrodanmic interaction of concrete face rock fill dams and water system[J].Journal of Dalian University ofTechnology,1998,38(6):718-723.
[5]徐志英,施善云.土与地下结构动力相互作用的大型振动台试验与计算[J].岩土工程学报.1993,15(4):1-7.XU Zhiying,SHI Shanyun.Large sized shaking table test calculation for soil-substructure dynamic interaction[J].Chinese Journal of Geotechni-cal Engineering,1993,15(4):1-7.
[6]李培振,吕西林.考虑土-结构相互作用的高层建筑抗震分析[J].地震工程与工程振动.2004,24(3):130-138.LI Peizhen,LU Xilin.Numerical analysis of tall building considering dynamic soil-structure interaction[J].Earthquake Engineering and Engi-neering Vibration,2004,24(3):130-138.
[7]要明伦,李大成,黄黎忠.箱腿深卧式海洋平台-土的动力相互作用[J].岩土工程学报.1993,15(2):40-45.YAO Minglun,LI Dacheng,HUANG Lizhong.Analysis of dynamic interaction between deeply embedded platform and foundation soil[J].Chi-nese Journal of Geotechnical Engineering,1993,15(2):40-45.
[8]Makris N,Badoni D,Delis E,et al.Prediction of observed bridge response with soil-pile-structure interaction[J].Journal of Structural Engi-neering.1994,120(10):2992-3011.
[9]Jonathan P tewart,Gregory L.Seismic soil-structure interaction in building II:Empirical Finding[J].Journal of Geotechnical GeoenvironmentalEngineering,1999,1:38-48.
[10]Housner G W.Interaction of building and ground during an earthquake[J].Bulletin of the Seismological Society of America,1957,47(3):179-186.
[11]Crouse C,Jennings P.Soil-structure interaction during San Femando earthquake[J].Bulletin of the Seismological Society of America,1975,65(1):13-36.
[12]Sivanovic S.Seismic response of an instrumented reinforced concrete building founded on piles[M].Proc.12WCEE,2000,2325-2338.
[13]Cardenas M.Soil-structure interaction in Mexico city[M].Wave field radiated away from Jalapa building:data and modeling,12WCEE,358-370.
[14]Mendoza M J,Auvinet G.The Mexico Earthquake of September 19,1985-Behavior of Building Foundation in Mexico City[J].Earthquake Spec-tra,1988,4(4):835-853.
[15]Zeevaert L.Seismosoil Dynamics of foundation in Mexico city earthquake September 19,1985[J].Journal of Geotechnical Engineering,ASCE,1991,17(4):376-428.
[16]Gazetas G,Mylonakis,G.Seismic soil-structure interaction:new evidence and emerging issues,Proceeding of 3rd Conference on GeotechnicalEarthquake Engineering and Soil Dynamic[C]//ASCE,Seattle,1998,1119-1174.
[17]Weaver T J,Behavior of liquefying sand and CISS piles during full-scale lateral load tests[R].Ph.D.dissertation,University of California,SanDiego.2001:2-6.
[18]蓝天,张毅刚.大跨度屋盖结构抗震设计[M].北京:中国建筑工业出版社,2000:27-32.LAN Tian,Zhang Yigang.Seismic design of long-span roof structure[M].Beijing:China Building Industry Press,2000:27-32.
[19][美]R.W.克拉夫,J.彭津.结构动力学[M].北京:科学出版社,1981.Clough R W,Penzien J.Dynamic of structures[M].Beijing:Science Press,1981.
[20]俞载道.结构动力学基础[M].上海:同济大学出版社,1987.YU Zaidao.Fundamentals of structural dynamics[M].Shanghai:Tongji University Press,1987.
[21]陈波,吕西林,李培振等.均匀土-桩基-结构相互作用体系的计算分析[J].地震工程与工程振动,2002,22(3):91-99.CHEN Bo,LüXilin,LI Peizhen et al.Computational analysis of dynamic homogeneous soil-pile-structure interaction[J].Earthquake Engi-neering and Engineering Vibration,2002,22(3):91-99.
[22]竹宫宏和.地基-基础-上部结构体系三维地震反应分析的部件模态综合法[J].世界地震工程,1988,43-47.TAKEMIYA Hirokazu.The component modal synthesis method of foundation-base-upper structure system 3D seismic response analysis[J].World Information on Earthquake Engineering,1988,4:43-47
[23]Bycroft G N.Forced vibration of rigid circular plate on a semi-infinite elastic space and an elastic stratum[J].Phil.Trans.Royal Soc.London,1956,248(9):327-368.
[24]王勖成,邵敏.有限单元法基本原理和数值方法(第二版)[M].北京:清华大学出版社,1997.WANG Xuncheng,SHAO Ming et al.Principle and numerical method of finite element method[M].Beijing:Tsinghua University Press,1997.
[25]Altermn Z S,Karal F C.Propagation of elastic waves in layered media by finite difference methods[J].Bull,Seism.Soc.Am,1968,58:367-398.
[26]Cundall P A.A computer model for simulating progress large-scale movement in blocky rock system[C]//Proceedings of the symposium of the in-ternational society of rock mechanics.Nancy,France.1971,1-8
[27]曹志远,张佑启.半解析数值方法[M].北京:国防工业出版社,1992.CAO Zhiyuan,ZHANG Youqi.Semi-analytical numerical method[M].Beijing:National Defense Industry Press,1992.
[28]Bettess P Zienkiewicz O C.Diffraction and reflection of surface waves using finite and infinite elements[J].Int.J.Num.Meth.Eng.,1977,11(8):1271-1290.
[29]Hassan Abouseeda,Panos Dakoulas.Non-linear dynamic earthquake dam-foundation interaction using a BE-FE method[J].Earthquake En-gineering and Structure Dynamic,1998,18(18):1065-1075.
[30]Lysmer J,Richart F E.Jr.Dynamic response of footing to vertical loading[J].J.of Mech.Div.,ASCE,92(1):1966,65-91.
[31]Hadjian A H,Tseng W S,Chang C.Y,et al.罗东(台湾)土-结构相互作用大比例模型试验的启示(I)[J].世界地震工程,1993,9(3):41-52.Hadjian A.H,Tseng W S,Chang C Y,et al.The learning from the large scale Lotung soil-structure experiments(I)[J].World Information onEarthquake Engineering,1993,9(3):41-52.
[32]Hadjian A H,Tseng W S,Chang C Y,et al.谢君斐译.罗东(台湾)土-结构相互作用大比例模型试验的启示(II)[J].世界地震工程,1993,9(4):49-59.Hadjian A H,Tseng W S,Chang C Y,et al.The learning from the large scale Lotung soil-structure experiments(II)[J].World Information onEarthquake Engineering,1993,9(3):49-59.
[33]Francisco C P,De Barros and Luco J E.Identification of foundation impedance functions and soil properties from vibration tests of the Hualien con-tainment model[J].J.Soil Dyn.Earthquake Eng.,1995,14(4):229-248.
[34]Toshio Kobayashi,Satoshi Kan,Hiroyoshi Yamaya.System identification of the Hualien LSST model structure[J].J.Earthquake Engrg.Struct.Dynamic,1997,26:1157-1167.
[35]王开顺,王有为,李林友.土与结构相互作用地震反应研究及实用计算[J].建筑结构学报,1986,7(2):64-76.WANG Kaishun,WANG Youwei,LI Linyou.Seismic response of soil-structure interaction and its practical calculation[J].Journal of BuildingStructures,1986,7(2):64-76.
[36]尚守平,朱志辉,吴方伯.土-箱基-框架结构动力相互作用大比例模型野外试验研究[J].工程力学,2006,23(10):118-124.SHANG Shouping,ZHU Zhihui,WU Fangbo.Large-scale field model test on dynamic soil-box foundation-structure interaction[J].Engi-neering Mechanics,2006,23(10):118-124.
[37]尚守平,卢华喜,王海东,等.大比例模型结构-桩-土动力相互作用试验研究与理论分析[J].工程力学.2006,12(23):155-166.SHANG Shouping,LU Huaxi,WANG Haidong,et al.Test investigation and theoretical analysis of large-scale model on dynamic soil-pile-structure interaction.Engineering Mechanics,2006,12(23):155-166.
[39]王年香,章为民.混凝土面板堆石坝动态离心模型试验研究[J].岩土工程学报,2003,25(4):504-507.WANG Nianxian,ZHANG Weimin.Dynamic centrifuge model test for concrete face rock fill dam[J].Chinese Jounal of Geotechnical Engineer-ing,2003,25(4):504-507.
[40]Scott R,Liu H,Ting J.Dynamic pile tests by centrifuge modeling[C]//6th World Conference on Earthquake Engineering,New Delhi.1977,1(2):1670-1674.
[41]李雨润,袁晓铭.液化场地上土体侧向变形对桩基影响研究评述[J].世界地震工程.2004,20(2):18-21.LI Yurun,YUAN Xiaoming.State-of-art of study on influences of liquefaction-induced soil spreading over pile foundation response[J].World Information on Earthquake Engineering,2004,20(2):18-21.
[42]Curras C J,Boulanger R W,Kutter B L.Dynamic experiments and analysis of a pile–group-supported structure[J].Journal of Geotechnicaland Geoenvironmental Engineering.ASCE,2001,127(7):585-596.
[43]刘晶波,刘祥庆,等.土-结构动力相互作用系统离心机振动台模型试验[J].土木工程学报,2010,43(11):114-121.LIU Jingbo,LIU Xiangqing,et al.Dynamic centrifuge model test of a soil-structureinteraction system,China Civil Engineering Journal,2010,43(11):114-121.
[44]Kubo K.Vibration Test of a Structure Supported by Pile Foundation[C]//In:Proc.4 WCEE.1969:1-12.
[45]Philip Meymand.Shake table tests seismic soil-pile-superstructure interaction[J].PEER Center News,1998,1(2):1-4.
[46]宫必宁,赵大鹏.地下结构与土动力相互作用试验研究.三峡大学学报(自然科学版)[J],2002,22(4):493-497.GONG Bining,ZHAO Dapeng.Experimental research on dynamic interaction of underground structure and soil[J].Journal of University of Hy-draulic and Electric Engineering,2002,22(4):493-497.
[47]楼梦麟,王文剑,朱彤.桩基础上结构TMD控制的振动台模型试验研究[J].同济大学学报,2001,29(6):636-643.LOU Meng lin,WANG Wen jian,ZHU Tong,et al.Shaking table model test for TMD control of structure resting on pile-foundation[J].Jour-nal of Tongji University,2001,29(6):636-643.
[48]楼梦麟,王文剑,马恒春.土-桩-结构相互作用体系的振动台模型试验[J].同济大学学报,2001,29(7):763-769.LOU Menglin,WANG Wenjian,MA Hengchun et al.Study on soil-pile-structure interaction system by shaking table model test[J].Journalof Tongji University,2001,29(7):763-769.
[49]伍小平,孙利民,胡世德.振动台试验用层状剪切变形土箱的研制[J],同济大学学报(自然科学版),2002,30(7):781-785.WU Xiaoping,SUN Limin,HU Shide,Development of laminar shear box used in shaking table test[J].Journal of Tongji University,2002,30(7):781-785.
[50]吕西林,陈跃庆,陈波等.结构-地基动力相互作用体系的振动台模型试验研究[J].地震工程与工程振动,2000,20(4):20-29.LU Xilin,CHEN Yueqing,CHEN Bo et al.Shaking table testing of dynamic soil-structure interaction system[J],Earthquake Engineering andEngineering Vibration,2000,20(4):20-29.
[51]陈跃庆,吕西林,李培振等.分层土-基础-高层框架结构相互作用体系振动台模型试验研究[J].地震工程与工程振动,2001,21(3):104-112.CHEN Yueqing,LU Xilin,LI Peizhen et al.Shaking table testing for layered soil-foundation-structure interaction system[J].Earthquake En-gineering and Engineering Vibration,2001,21(3):104-112.
[52]李培振,陈跃庆,吕西林等.较硬分层土-桩基-结构相互作用体系振动台试验[J].同济大学学报(自然科学版),2006,34(3):307-313.LI Peizhen,CHEN Yueqing,LU Xilin et al.Shaking table testing of hard layered soil-pile structure interaction system[J].Journal of Tongji U-niversity(Natural Science),2006,34(3):307-313.
[53]李培振,程磊,吕西林,等.可液化土-高层结构地震相互作用振动台试验[J].同济大学学报(自然科学版),2010,38(4):467-474.LI Peizhen,CHENG Lei,LU Xilin et al.Shaking table testing on high-rise buildings considering liquefiable soil-structure interaction.Journalof Tongji University(Natural Science),2010,38(4):467-474.
[54]J Lysmer.,Westman R A.Dynamic response of footing to vertical loading[J].J.of Soil Mech.Div.,ASCE,1966,92(1):65-91.
[55]Penzien J.Seismic analysis of bridge on long piles[J].Journal of the Engineering Mechanics Division,ASCE,1964,90(3):223-254.
[56]Lysmer J,Seed M B.A computer program for approximate 3-D analysis of soil structure interaction problem[J].UCB,1975,No:EERC75-30.
[57]Gutierrez J A,Chopra A K.A substructure method for earthquake anlaysis of sturecture inchluding structure-soil interaction[J].Journal ofEarthquake Engineering and Structure Dyanmic,1978,(6):51-69.
[58]李杰,陈隽.结构参数未知条件下的地震动反演研究[J].地震工程与工程震动,1997,17(3):27-35.LI Jie,CHEN Jun.Investigate of ground motion with unknown structure parameters[J].EarthquakeEngineering and Engineering Vibration,1997,17(3):27-35.