基金项目:国家西部交通建设科技项目(2002 318 223 29)
作者简介:王钧利(1964-),男,陕西凤翔人,长安大学副教授,博士研究生.
作者单位:王钧利(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064)
贺拴海(长安大学,桥梁与隧道陕西省重点实验室,陕西,西安,710064)
参考文献:
[1]王新敏,陈伟,刘庆宽.杆系结构非线性静力分析的数值模拟[J].石家庄铁道学院学报,2004,17(2):5-10.WANG Xin-ming, CHEN Wei, LIUQing-kuan. Numerical simulation of nonlinear static analysis for frames[J]. Journal of Shijiazhuang Railway Institute,2004,17 (2): 5- 10.
[2]何畅,向中富.具有初始缺陷的高墩非线性稳定分析[J].重庆交通学院学报,2003,22(3):14-17.HE Chang, XIANG Zhong-fu. Non-linear stability analysis of tall piers with incipient defect[J]. Journal of Chong qing Jiaotong University,2003,22(3) : 14-17.
[3]曹新建.基于约束混凝土本构关系的高墩稳定性分析[D].西安:长安大学,2004.CAO Xin-jian. High pier stability analysis considering constitutive relation of confined concrete[D]. Xi' an:Chang' an University, 2004.
[4]乐云祥,任飞,常英.高桩承台的稳定性分析[J].桥梁建设,2004,(1):16-19.YUE Yun-xiang, Ren Fei, CHANG Ying. Stability analysis of elevated pile caps[J]. Bridge Construction,2004, (1) : 16- 19.
[5]Matthew J Moyer, Mervyn J Kowalsky. Influence of tension strain on buckling of reinforcement in concrete columns[J]. ACI Structural Journal, 2003,100 (1) : 75- 85.
[6]S Ali Mirza, Edward A Lacrox. Comparative study of strength-computation methods for rectangular reinforced concrete columns[J]. ACI Structural Journal,2002,99 (4): 399- 410.
[7]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.
[8]冯忠居,张永清,李晋.堆载引起桥梁墩台与基础的偏移及防治技术研究[J].中国公路学报,2004,17(3):74-77.FENG Zhong-ju, ZHANG Yong-qing, LI Jin. Study of displacement of bridge pier and abutment foundation caused by earth piling load and its prevention technique [J]. China Journal of Highway and Transport,2004,17(3) :74-77.
|