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Earthquake Eng Eng V ib199111 (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199111(4):77) [5] Gao X AZhou X Y.Mult-i component seismic response analysis for curved bridges.Spec Struct200522(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200522(1):56) [6] Zhu D SLiu S ZYu L S.Research on seismic response of curved girder bridges.China J Highway T ransp200215(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200215(3):42) [7] Zhu D SYu L SLiu S Z.The study of earthquake input principal direction for irregular bridges. J L anz hou Jiaotong Univ 200019(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200019(6):37) [8] Fan L CNie L YLi J Z.Discussion on standard of critical angle of seismic wave in seismic analysis of complicated structures.J Tongji Univ Nat Sci200331(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200331(6):631) [9] Nie L YLi J ZFan L C.Principle and effect of critical angle of complicated structure in dynamic analysis.J Earthquake Eng Eng V ib200323(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200323(3):37) [10] Zhou YAn Y.Research and development of performance-based seismic design theory and method. World Earthquake Eng 200117(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200117(2):1) [11] Qian J RLuo W B.Displacement based seismic design methodology for building structures.Build Struct200131(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200131(4):3) [12] Liu C GLin G.Research on push-over method for earthquakeresistant performance of bridge structure.J Dalian Univ Technol200545(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200545(3):395) [13] Xu X GTang G WuZheng G.Application of push-over analytic method to seismic resistance performance evaluation of double column piers.Technol Highway T ransp20056(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20056(3):88) [14] Cui G H. Studies on Push-over Method of Bridge Structure [ Dissertation ].Beijing:Institute of Engineering Mechanics China Earthquake Administration2003:36 (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 MYazdan-i Motlagh A R.Seismic behavior and capacity/demand analyses of three mult-i span simply supported bridges.Eng Struct200830(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·