引文
[1]朱东生,刘世忠,虞庐松.曲线桥地震反应研究[J].中国公路学报,2002,15(3):42-48.Zhu Dongsheng,Liu Shizhong,Yu Lusong.Research on seismic response of curved girder bridges[J].China Journal of Highway and Transport,2002,15(3):42-48.
[2]周绪红,戴鹏,狄谨.曲线PC箱梁桥隔震体系的非线性分析[J].中国公路学报,2008,21(1):65-71.Zhou Xuhong,Dai Peng,Di Jin.Nonlinear analysis of curved prestressed concrete box girder bridge with seismic isolation system[J].China Journal of Highway and Transport,2008,21(1):65-71.
[3]柳春光,焦双健.城市立交桥结构三维地震反应[J].地震工程与工程振动,2001,21(2):41-47.Liu Chunguang,Jiao Shuangjian.Three-dimensional seismic response analysis of urban overpass structures[J].Journal of Earthquake Engineering and Engineering Vibration,2001,21(2):41-47.
[4]程晓东,戴利平,周松国,等.连续曲线箱梁桥的空间有限元分析及试验研究[J].公路交通科技,2003,20(3):73-76.Cheng Xiaodong,Dai Liping,Zhou Songguo,et a1.Spatial FEM analysis and experiments of continuous curved box girder bridge[J].Journal of Highway and Transportation Research and Developmen,2003,20(3):73-76.
[5]徐勋,卫星,刘德军,等.扁平曲线箱梁静动力特性分析[J].公路交通科技,2007,24(12):60-65.Xu Xun,Wei Xing,Liu Dejun,et a1.Analysis for static and dynamic characteristics of flat curved box beam[J].Joumal of Highway and Transporta-tion Research and Developmen,2007,24(12):60-65.
[6]周勇军,赵小星,贺栓海,等.弯钢箱梁桥的动力分析及模态试验[J].郑州大学学报:工学版,2005,26(4):20-24.Zhou Yongjun,Zhao Xiaoxing,He Shuanhai,et a1.Dynamic analysis and modal test of a cured steel box girder[J].Journal of ZhengZhou University(Engineening Science),2005,26(4):20-24.
[7]韦成龙,曾庆元.薄壁曲线箱梁考虑翘曲、畸变和剪滞效应的空间分析[J].土木工程学报,2000,33(6);81-87.Wei Chenglong,Zeng Qingyuan.A new element for thin-walled curved box girder analysis including warping distortion and shear-lag effects[J].Journal of Civil Engineering,2000,33(6);81-87.
[8]王银辉,陈山林.考虑初曲率影响的变曲率箱梁空间有限元分析[J].中国公路学报,2007,20(6):74-78.Wang Yinhui,Chen Shanlin.Spatial finite element analysis for variable-curvature box girder with initial curature[J].China Journal of Highway and Transport,2007,20(6):74-78.
[9]张元海,李乔.斜支承曲线梁桥内力影响因素分析[J].铁道学报,2005,27(5):77-82.Zhang Yuanhai,Li Qiao.Influential factor analysis for internal forces of skewcurved beam bridges[J].Journal of the China Railway Society,2005,27(5):77-82.
[10]宋国华,罗玲,王东炜.偏心支承对120°圆心角双跨弯箱梁桥的影响[J].桥梁建设,2005,(4):44-47.Song Guohua,Luo ling,Wang Dongwei.Influences of eccentric supports on two-span curved box girder bridges with120°central angles[J].Bridge Construction,2005,(4):44-47.
[11]邱波,王荣辉,刘光栋.考虑隅角点承托刚性影响薄壁箱梁的空间计算分析[J].中国公路学报,2003,16(1):50-53.Qiu Bo,Wang Ronghui,Liu Guangdong.Spatial computational analysis of considering rigidity of box corner reinforcement part for thin-walled box girder[J].China Journal of Highway and Transport,2003,16(1):50-53.
[12]孙颖,卓卫东.曲线箱梁桥动力计算模型与动力特性参数分析[J].福建建筑,2007,114(12):101-103.Sun Yin,Zhuo Weidong.FEM-Model and parameter-analysis on dynamic characteristics for curved box beam bridges[J].Fujian Architecture&Construction,2007,114(12):101-103.