Analyses of Stresses and Force Transmission Route in Box-Shaped Anchorage Zone for Cable-Stayed Bridges

李小珍,蔡婧,强士中.大跨度钢箱梁斜拉桥索梁锚固结构型式的比较研究[J].土木工程学报,2004,37(3):73-79.LI Xiaozhen,CAI Jing,QIANG Shizhong.Studies on models of cable-girder anchorage for long-span cable-stayed bridges with steel box girder[J].China Civil Engineering Journal,2004,37 (3):73-79.[2] 陈开利.大跨度斜拉桥斜拉索锚固结构的试验研究[J].世界桥梁,2004(1):29-37.CHEN Kaili.Studies on the test for anchorage zones of cable-stayed bridge[J].World Bridges,2004(1):29-37.[3] 刘庆宽,王新敏,强士中.南京长江二桥南汊桥索梁锚固足尺模型试验研究[J].土木工程学报,2001,34(2):50-54.LIU Qingkuan,WANG Xinmin,QIANG Shizhong.Full scale model test on anchorage zone of the second Yangtze river bridge at Nanjing[J].China Civil Engineering Journal,2001,34(2):50-54.[4] 陈伟庆,张强.南京长江二桥索梁锚固区模型试验分析[J].西南交通大学学报,2001,36(2):185-189.CHEN Weiqing,ZHANG Qiang.A model test on the anchorage zones of the second Nanjing Changjiang river bridge[J].Journal of Southwest Jiaotong University,2001,36 (2):185-189.[5] 刘庆宽,王新敏,强士中.斜拉桥索梁锚固区附加弯矩对梁体受力的影响[J].石家庄铁道学院学报,2000,13(4):62-65.LIU Qingkuan,WANG Xinmin,QIANG Shizhong.The affection of additional moment to the stress in beam in the zone of anchorage of cable-stayed bridge[J].Journal of Shijiazhuang Railway Institute,2000,13 (4):62-65.[6] 刘庆宽,强士中,张强,等.斜拉桥锚箱式索梁锚固区应力分析[J].桥梁建设,2001(5):14-16.LIU Qingkuan,QIANG Shizhong,ZHANG Qiang,et al.Analysis of stress in anchorage zone between box-shaped steel beam and cable in cable-stayed bridge[J].Bridge Construction,2001 (5):14-16.