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第11期 宋波等:基于Pushover法的曲线桥地震波输入最不利角度分析 .1229. 参考文献 标准问题.同济大学学报:自然科学版,2003,31(6):631) [1]Williams D.Godden W.Seismic response of long curved bridge [9]Nie L Y.LiJZ.Fan L C.Principle and effect of critical angle of structures:experimental model studies.Earthquake Eng Struct complicated structure in dynamic analysis.J Earthquake EngEng Dym,1979,7(2):107 Vib,2003,23(3):37 (聂利英,李建中,范立础.复杂结构地震动输入方向的基本 [2]Pergien J.Watabe M.Characteristics of 3-dimensional earth- quake ground motions.Int JEarthquake Eng Struct Dyn.1975. 原理及其影响.地震工程与工程振动,2003,23(3):37) 4(3):365 [10]Zhou Y.An Y.Research and development of performance-based [3]Wilison E L,Button M R.Three-dimensional dynamic analysis seismic design theory and method.World Earthquake Eng, 2001,17(2):1 for multi-component earthquake spectra.Earthquake Eng Struct Dyn,1982,10:471 (周云,安宇.基于性态抗震设计理论和方法的研究与发展 世界地震工程,2001,17(2):1) [4]Feng YT,Li M R.Lin CZ.Elastic earthquake response analysis for complex structures.Earthquake Eng Eng Vib.1991.11 [11]Qian J R.Luo W B.Displacement based seismic design method- (4):77 ology for building structures.Build Struct.2001.31(4):3 (冯云田,李明瑞,林春哲。复杂结构的弹性地震反应分析 (钱稼茹,罗文斌。建筑结构基于位移的抗震设计,建筑结 地震工程与工程振动,1991,11(4):77) 构,2001,31(4):3) [5] Gao X A.Zhou X Y.Multi-component seismic response analysis [12]Liu C G.Lin G.Research on push-over method for earthquake- for curved bridges.Spec Struct,2005,22(1):56 resistant performance of bridge structure.J Dalian Univ Tech- (高晓安,周锡元,曲线桥梁在多向地震作用下的动力分析方 nol,2005,45(3):395 法.特种结构,2005,22(1):56) (柳春光,林皋.桥梁结构Pushover方法抗震性能研究.大连 [6]Zhu D S.Liu S Z.Yu L S.Research on seismic response of 理工大学学报.2005,45(3):395) curved girder bridges.ChinaJ Highway Transp.2002.15(3): [13]Xu X G.Tang G Wu.Zheng G.Application of push-over ana 42 lytic method to seismic resistance performance evaluation of dou (朱东生,刘世忠,虞庐松.曲线桥地震反应研究中国公路 ble column piers.Technol Highway Transp.2005.6(3):88 学报,2002,15(3):42) (徐欣国,唐光武,郑罡.Pushover分析方法在双柱桥墩抗震 [7]Zhu DS.Yu L S,Liu S Z.The study of earthquake input princi- 性能评价上的应用.公路交通技术,2005,6(3):88) pal direction for irregular bridges.Lanzhou Jiootong Univ. [14]Cui G H.Studies on Push-over Method of Bridge Structure 2000,19(6):37 Dissertation ]Beijing:Institute of Engineering Mechanics, (朱东生,虞庐松,刘世忠·不规则桥梁地震动输入主方向的 China Earthquake Administration.2003:36 研究.兰州铁道学院报,2000,19(6):37) (崔高航,桥梁结构PUSH-OVER方法研究[学位论文]·北 京:中国地震工程力学研究所,2003,36) [8]Fan L C.Nie L Y,Li JZ.Discussion on standard of critical angle of seismic wave in seismic analysis of complicated structures. [15]Ala Saadeghvaziri M.Yadani-Motlagh A R.Seismic behavior Tongji Univ Nat Sei,2003.31(6):631 and capacity/demand analyses of three multi-span simply sup (范立础,聂利英,李建中,复杂结构地震波输入最不利方向 ported bridges.Eng Struct,2008.30(1):54参 考 文 献 [1] Williams D‚Godden W.Seismic response of long curved bridge structures:experimental model studies.Earthquake Eng Struct Dyn‚1979‚7(2):107 [2] Penzien J‚Watabe M.Characteristics of 3-dimensional earth￾quake ground motions.Int J Earthquake Eng Struct Dyn‚1975‚ 4(3):365 [3] Wilison E L‚Button M R.Three-dimensional dynamic analysis for mult-i component earthquake spectra.Earthquake Eng Struct Dyn‚1982‚10:471 [4] Feng Y T‚Li M R‚Lin C Z.Elastic earthquake response analysis for complex structures. Earthquake Eng Eng V ib‚1991‚11 (4):77 (冯云田‚李明瑞‚林春哲.复杂结构的弹性地震反应分析. 地震工程与工程振动‚1991‚11(4):77) [5] Gao X A‚Zhou X Y.Mult-i component seismic response analysis for curved bridges.Spec Struct‚2005‚22(1):56 (高晓安‚周锡元.曲线桥梁在多向地震作用下的动力分析方 法.特种结构‚2005‚22(1):56) [6] Zhu D S‚Liu S Z‚Yu L S.Research on seismic response of curved girder bridges.China J Highway T ransp‚2002‚15(3): 42 (朱东生‚刘世忠‚虞庐松.曲线桥地震反应研究.中国公路 学报‚2002‚15(3):42) [7] Zhu D S‚Yu L S‚Liu S Z.The study of earthquake input princi￾pal direction for irregular bridges. J L anz hou Jiaotong Univ‚ 2000‚19(6):37 (朱东生‚虞庐松‚刘世忠.不规则桥梁地震动输入主方向的 研究.兰州铁道学院报‚2000‚19(6):37) [8] Fan L C‚Nie L Y‚Li J Z.Discussion on standard of critical angle of seismic wave in seismic analysis of complicated structures.J Tongji Univ Nat Sci‚2003‚31(6):631 (范立础‚聂利英‚李建中.复杂结构地震波输入最不利方向 标准问题.同济大学学报:自然科学版‚2003‚31(6):631) [9] Nie L Y‚Li J Z‚Fan L C.Principle and effect of critical angle of complicated structure in dynamic analysis.J Earthquake Eng Eng V ib‚2003‚23(3):37 (聂利英‚李建中‚范立础.复杂结构地震动输入方向的基本 原理及其影响.地震工程与工程振动‚2003‚23(3):37) [10] Zhou Y‚An Y.Research and development of performance-based seismic design theory and method. World Earthquake Eng‚ 2001‚17(2):1 (周云‚安宇.基于性态抗震设计理论和方法的研究与发展. 世界地震工程‚2001‚17(2):1) [11] Qian J R‚Luo W B.Displacement based seismic design method￾ology for building structures.Build Struct‚2001‚31(4):3 (钱稼茹‚罗文斌.建筑结构基于位移的抗震设计.建筑结 构‚2001‚31(4):3) [12] Liu C G‚Lin G.Research on push-over method for earthquake￾resistant performance of bridge structure.J Dalian Univ Tech￾nol‚2005‚45(3):395 (柳春光‚林皋.桥梁结构 Pushover 方法抗震性能研究.大连 理工大学学报‚2005‚45(3):395) [13] Xu X G‚Tang G Wu‚Zheng G.Application of push-over ana￾lytic method to seismic resistance performance evaluation of dou￾ble column piers.Technol Highway T ransp‚2005‚6(3):88 (徐欣国‚唐光武‚郑罡.Pushover 分析方法在双柱桥墩抗震 性能评价上的应用.公路交通技术‚2005‚6(3):88) [14] Cui G H. Studies on Push-over Method of Bridge Structure [ Dissertation ].Beijing:Institute of Engineering Mechanics‚ China Earthquake Administration‚2003:36 (崔高航.桥梁结构 PUSH-OVER 方法研究 [学位论文].北 京:中国地震工程力学研究所‚2003:36) [15] Ala Saadeghvaziri M‚Yazdan-i Motlagh A R.Seismic behavior and capacity/demand analyses of three mult-i span simply sup￾ported bridges.Eng Struct‚2008‚30(1):54 第11期 宋 波等: 基于 Pushover 法的曲线桥地震波输入最不利角度分析 ·1229·
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