Citation: | FU Chunyu, LI Qiao. Torsion Analysis of Horizontal Curved Box Girder under Temperature Difference[J]. Journal of Southwest Jiaotong University, 2009, 22(5): 710-715. |
孙广华.曲线梁桥计算[M].北京:人民交通出版社,1995:104-130.[2] 陈宏广,王平,孙宗光,等.温度荷载下曲线连续梁桥的受力分析[J].沈阳建筑工程学院学报,2003,19(4):268-271.CHEN Hongguang,WANG Ping,SUN Zongguang,et al.Static analysis for a curved continuous bridge under temperature loading[J].Journal of Shenyang Architectural and Civil Engineering Institute,2003,19(4):268-271.[3] FU Yongda,DEWILF J.Effect of differential temperature on a curved post-tensioned concrete bridge[J].Advances in Structural Engineering,2004,7(5):385-397.[4] 王毅,叶见曙.温度梯度对混凝土曲线箱梁影响的计算方法[J].东南大学学报,2005,35(6):924-929.WANG Yi,YE Jianshu.Computing method of effect of thermal gradient on concrete curved box-girders[J].Journal of Southeast University,2005,35(6):924-929.[5] 张玥,胡兆同,贾润中.钢筋混凝土连续弯箱梁桥的温度梯度[J].长安大学学报,2006,26(4):59-62.ZHANG Yue,HU Zhaotong,JIA Runzhong.Temperature gradient of RC continuous curved box girder bridge[J].Journal of Chang'an University,2006,26(4):59-62.[6] 姚玲森.曲线梁[M].北京:人民交通出版社,1989:1-301.[7] 李乔.薄壁曲线箱梁的空间分析理论[D].成都:西南交通大学土木工程学院,1988.[8] 王光钦,丁桂保,刘长虹,等.弹性力学[M].北京:中国铁道出版社,2004:1-99.[9] 中华人民共和国交通部.JTG D62-2004 公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社,2004.[10] 中华人民共和国铁道部.TB 10002.3-2005 铁路桥涵钢筋混凝土和预应力混凝土设计规范[S].北京:中国铁道出版社,2005.[11] 杨高中.桥梁非线性温度与收缩内力的一个解法[C] ∥杨高中.桥梁学术论文集.北京:人民交通出版社,2001:197-205.
|