基金项目:陕西省交通科技项目(03-08K)
作者简介:刘健新(1942-),男,山西清徐人,长安大学教授,工学博士研究生导师,从事桥梁结构抗震研究.
作者单位:刘健新(长安大学,公路学院,陕西,西安,710064)
张伟(长安大学,公路学院,陕西,西安,710064)
张茜(长安大学,公路学院,陕西,西安,710064)
参考文献:
[1]JTJ 004-89,公路工程抗震设计规范[S].
[2]范立础.桥梁抗震[M].上海:同济大学出版社,1997.
[3]范立础,胡世德,叶爱君.大跨度桥梁抗震设计[M].北京:人民交通出版社,2001.
[4]胡世德,苏虹,王君杰.钢管混凝土拱桥的三维弹塑性地震反应理论分析[J].中国公路学报,2004,17(1):57-61.HU Shi-de,SU Hong,WANG Jun-jie.Three Dimensional Elastic-Plastic Seismic Response Analysis of CFST Bridge[J].China Journal of Highway and Transport,2004,17 (1):57-61.(in Chinese)
[5]赵伟封,马保林,陈偕民,等.薄壁特高墩预应力混凝土连续刚构桥的空间稳定性[J].长安大学学报:自然科学版,2004,24(4):51-54.ZHAO Wei-feng,MA Bao-lin,CHEN Xie-min,et al.Space Stability of Prestressed Concrete Continuous Rigid Frame Bridge with Tall Pier and Thin Wall[J].Journal of Chang'an University:Natural Science Edition,2004,24 (4):51-54.(in Chinese)
[6]景宏君,张斌.黄土路基强度规律[J].交通运输工程学报,2004,4(2):14-18.JING Hong-jun,ZHANG Bin.Loess Subgrade Strength Law[J].Journal of Traffic and Transportation Engineering,2004,4(2):14-18.(in Chinese)
[7]孙利民,张晨南,潘龙,等.桥梁桩土相互作用的集中质量模型及参数确定[J].同济大学学报,2002,30(4):409-415.SUN Li-min,ZHANG Chen-nan,PAN Long,et al.Lumpedmass Model and Its Parameters for Dynamic Analysis of Bridge Pier-Pile-Soil System[J].Journal of Tongji University,2002,30(4):409-415.(in Chinese)
[8]王凤霞,何政,欧进萍.桩-土-结构动力相互作用的线弹性地震反应分析[J].世界地震工程,2003,19(2):58-66.WANG Feng-xia,HE Zheng,OU Jin-ping.The Elastic Seismic Response Analysis of Pile-Soil-Structure Interaction System[J].World Earthquake Engineering,2003,19 (2):58-66.(in Chinese)
[9]沈聚敏,周锡元,高小旺,等.抗震工程学[M].北京:中国建筑工业出版社,2000.
[10]郑史雄,奚绍中,杨建中.大跨度刚构桥的地震反应分析[J].西南交通大学学报,1997,32(6):586-592.ZHENG Shi-xiong,XI Shao-zhong,YANG Jian-zhong.Seismic Response Analysis of Long Span Rigid Frame Bridges[J].Journal of Southwest Jiaotong University,1997,32 (6):586-592.(in Chinese)
[11]李忠献,史志利.行波激励下大跨度连续刚构桥的地震反应分析[J].地震工程与工程振动,2003,23(2):68-76.LI Zhong-xian,SHI Zhi-li.Seismic Response Analysis for Long-Span Continuous Rigid-Framed Bridges Under Excitation of Traveling Waves[J].Earthquake Engineering and Engineering Vibration,2003,23 (2):68-76.(in Chinese)
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