土木工程 |
|
|
|
|
基于实体退化单元的高墩非线性稳定仿真分析 |
牛辉1, 汪劲丰1, 张巍1, 俞亚南1, 吴光宇2 |
1. 浙江大学 建筑工程学院,浙江 杭州 310058;2. 南昌大学 建筑工程学院,江西 南昌 330031 |
|
Simulation analysis of nonlinear stability of high pier
based on degenerated solid element |
NIU Hui1, WANG Jin-feng1, ZHANG Wei1, YU Ya-nan1, WU Guang-yu2 |
1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;
2. College of Civil Engineering and Architecture, Nanchang University, Nanchang 330031, China |
引用本文:
牛辉, 汪劲丰, 张巍, 俞亚南, 吴光宇. 基于实体退化单元的高墩非线性稳定仿真分析[J]. J4, 2012, 46(6): 1082-1089.
NIU Hui, WANG Jin-feng, ZHANG Wei, YU Ya-nan, WU Guang-yu. Simulation analysis of nonlinear stability of high pier
based on degenerated solid element. J4, 2012, 46(6): 1082-1089.
链接本文:
http://www.zjujournals.com/eng/CN/10.3785/j.issn.1008-973X.2012.06.019
或
http://www.zjujournals.com/eng/CN/Y2012/V46/I6/1082
|
[1] 陈淑萍.高墩大跨径连续刚构桥稳定性分析[D].武汉:武汉理工大学, 2006.
CHEN Shuping. Analysis of stabilization for high pier and long span continuous rigid frame bridge[D]. Wuhan: Wuhan University of Technology, 2006.
[2] 李黎,廖萍,龙晓鸿,等.薄壁高墩大跨度连续刚构桥的非线性稳定分析[J].工程力学,2006,23(5): 119-124.
LI Li, LIAO Ping, LONG Xiaohong, et al. Nonlinear stability anslysis of longspan continuous rigid frame bridge with thinwall high piers[J]. Engineering Mechanics, 2006, 23(5): 119-124.
[3] 王钧利,贺拴海.高墩大跨径连续刚构弯桥全过程非线性稳定分析[J].长安大学学报:自然科学版,2008,28(3): 49-52.
WANG Junli, HE Shuanhai. Nonlinear stability of longspan curve regid bridge with high pier in whole process[J]. Journal of Chang’an University :Natural Science Edition, 2008, 28(3): 49-52.
[4] 吕毅刚,余钱华,张建仁.能量法分析高墩大跨连续刚构桥稳定性[J].长沙理工大学学报:自然科学版, 2005, 2(4): 22-27.
LU Yigang, YU Qianhua, ZHANG Jianren. Stability analysis of the continuous rigid frame bridge with largespan highpier via energy methods[J]. Journal of Changsha University of Science and Technology: Natural Science, 2005, 2(4): 22-27.
[5] 王钧利,贺拴海.钢筋混凝土高墩非线性稳定分析和模型试验[J].长安大学学报:自然科学版,2005, 25(4): 31-34.
WANG Junli, HE Shuanhai. 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.
[6] 彭元诚.龙潭河特大桥静力稳定性及风致抖振时域分析[D].武汉:华中科技大学,2006.
PENG Yuancheng. Static stability analysis and time domain windinduced buffeting analysis of the LongTan River longspan bridge[D]. Wuhan: Huazhong University of Science and Technology, 2006.
[7] 蔡金标.大跨度悬索桥空间分析的组合单元法[D].杭州: 浙江大学, 2002.
CAI Jinbiao. Assembled finite element method for spatial analyses of longspan suspension bridges[D]. Hangzhou: Zhejiang University, 2002.
[8] 中华人民共和国建设部.GB500172003.钢结构设计规范[S].北京:中国计划出版社, 2003.
[9] 江见鲸,何放龙,何益斌,等.有限元法及其应用[M].北京:机械工业出版社, 2006.
[10] 林旭川,陆新征,叶列平.钢混凝土混合框架结构多尺度分析及其建模方法[J].计算力学学报,2010,27(3): 469-475.
LIN Xuchuan, LU Xinzheng, YE Lieping. Multiscale finite element modeling and its application in the analysis of a steelconcrete hybrid frame[J]. Chinese Journal of Computational Mechanics, 2010, 27(3): 469-475.
[11] 陈惠发,萨里普A. F.混凝土和土的本构方程[M].北京:中国建筑工业出版社,2004.
[12] 宋玉普.多种混凝土材料的本构关系和破坏准则[M].北京:中国水利水电出版社,2002. |
|
Viewed |
|
|
|
Full text
|
|
|
|
|
Abstract
|
|
|
|
|
Cited |
|
|
|
|
|
Shared |
|
|
|
|
|
Discussed |
|
|
|
|