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,从事桥梁结构研究.86-29-82334421, junli_wjl @sohu. com.
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]王振阳,赵煜,徐兴.高墩大跨径桥梁稳定性[J].长安大学学报:自然科学版,2003,23(4):38-40.Wang Zhen-yang,Zhao Yu,Xu Xing.Three dimension stability of bridge with high piers[J].Journal of Chang'an University:Natural Science Edition,2003,23 (4):38-40.(in Chinese)
[2]乐云祥,任飞,常英.高桩承台的稳定性分析[J].桥梁建设,2004,34(1):16-19.Yue Yun-xiang,Ren Fei,Chang Ying.Stability analysis of elevated pile caps[J].Bridge Construction,2004,34(1):16-19.(in Chinese)
[3]王钧利,贺拴海.钢筋混凝土高墩稳定非线性分析和模型试验[J].长安大学学报:自然科学版,2005,25(4):31-34.Wang Jun-li,He Shuan-hai.Nonlinear stability and model test of reinforce concrete for high piers[J].Journal of Chang'an University:Natural Science Edition,2005,25 (4):31-34.(in Chinese)
[4]Mirza S A,Lacroix E A.Comparative study of strength-computation methods for rectangular reinforced concrete columns[J].ACI Structural Journal,2002,99(4):399-410.
[5]Moyer M J,Kowalsky M J.Influence of tension strain on buckling of reinforcement in concrete columns[J].ACI Structural Journal,2003,100 (1):75-85.
[6]丁汉山,刘华.高架桥弯梁抗扭稳定性分析[J].交通运输工程学报,2004,4(3):44-48.Ding Han-shan,Liu Hua.Analysis of torsional stability for curve beam in elevated bridges[J].Journal of Traffic and Transportation Engineering,2004,4 (3):44-48.(in Chinese)
[7]郑一峰,黄桥,冷曦晨.预弯组合梁桥的弹塑性极限承载能力研究[J].中国公路学报,2005,18(4):54-58.Zheng Yi-feng,Huang Qiao,Leng Xi-chen.Research on elasticplastic ultimate capacity of preflex beam bridges[J].China Journal of Highway and Transport,2005,18 (4):54-58.(in Chinese)
[8]赵伟封,马宝林,陈谐民,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.(in Chinese)
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