- ISSN 0258-2724
- CN 51-1277/U
- EI Compendex
- Scopus
- Indexed by Core Journals of China, Chinese S&T Journal Citation Reports
- Chinese S&T Journal Citation Reports
- Chinese Science Citation Database
| Citation: | WANG Zijian, WEI Xing, LI Xiaozhen, LI Jun, QIANG Shizhong. Full Scale Model Test on Cable-Girder Anchorage of Zhanjian Gulf Bridge[J]. Journal of Southwest Jiaotong University, 2007, 20(2): 138-142.
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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,强士中,张强,等.斜拉桥耳板索梁锚固结构受力特性研究[J].中国公路学报,2002,15(1):72-75.LIU Qingkuan,QIANG Shizhong,ZHANG Qiang,et al.Structural analysis of ear-plate cable and beam anchorage for cablestayed bridge[J].China Journal of Highway and Transport,2002,15(1):72-75.[6] 侯文崎,叶梅新.结合梁斜拉桥锚拉板结构研究[J].钢结构,2002,17(2):23-27.HOU Wenqi,YE Meixin.Study of tensile anchor plate strncture of composite cable-stayed bridge[J].Steel Construction,2002,17(2):23-27.[7] 李庆华.材料力学[M].成都:西南交通大学出版社,1994:189-190.[8] 博嘉科技.有限元分析软件——ANSYS融会与贯通[M].北京:中国水利水电出版社,2002:80-125.
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