[1]李文华,贺拴海,鲁 洁.高墩大跨弯连续刚构桥空间稳定性的解析解[J].西安建筑科技大学学报:自然科学版,2011,43(01):36-043.[doi:DOI:10.15986/j.1006-7930.2011.01.022]
　LI Wen-hua,HE Shuan-hai Lu Jie.Ｓｔａｂｉｌｉｔｙ　ａｎａｌｙｓｉｓ　ｏｆ　ｌｏｎｇ　ｓｐａｎ　ｃｕｒｖｅｄ　ｃｏｎｔｉｎｕｏｕｓ　ｒｉｇｉｄ　ｆｒａｍｅ　ｂｒｉｄｇｅｗｉｔｈ　ｈｉｇｈ　ｐｉｅｒ　ｂａｓｅｄ　ｏｎ　ｔｈｅ　Ｈａｍｉｌｔｏｎ　ｐｒｉｎｃｉｐｌｅ[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2011,43(01):36-043.[doi:DOI:10.15986/j.1006-7930.2011.01.022]
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高墩大跨弯连续刚构桥空间稳定性的解析解()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
43
期数:
2011年01期
页码:
36-043
栏目:
出版日期:
2011-02-28

文章信息/Info

Title:
Ｓｔａｂｉｌｉｔｙ　ａｎａｌｙｓｉｓ　ｏｆ　ｌｏｎｇ　ｓｐａｎ　ｃｕｒｖｅｄ　ｃｏｎｔｉｎｕｏｕｓ　ｒｉｇｉｄ　ｆｒａｍｅ　ｂｒｉｄｇｅ
ｗｉｔｈ　ｈｉｇｈ　ｐｉｅｒ　ｂａｓｅｄ　ｏｎ　ｔｈｅ　Ｈａｍｉｌｔｏｎ　ｐｒｉｎｃｉｐｌｅ
文章编号:
１００６－７９３０（２０１１）０１－００３６－０
作者:
李文华1; 2 ;  贺拴海1 ;  鲁 洁3
(1.长安大学 陕西 西安 710064;2.中交第一公路勘察设计研究院有限公司 陕西 西安710065; 3. 西安建筑科技大学土木工程学院 陕西 西安 710055)
Author(s):
LI Wen-hua; 2 ; HE Shuan-hai1 Lu Jie3
(1. Changan University, Xian 710064, China; 2.CCCC First Highway Consultants CO.,Ltd , Xian 710075, China; 3. School of Civil Eng., Xi’an univ. of arch. & tech. Tech., Xi’an 710055, china)
关键词:
高墩; 弯连续刚构; 稳定分析; Hamilton原理; 等效约束刚度
Keywords:
high pier;  curved continuous rigid frame;  analysis of stability;  Hamilton principle;  equivalent restraint stiffness
分类号:
U448.21
DOI:
DOI:10.15986/j.1006-7930.2011.01.022
文献标志码:
A
摘要:
根据高墩弯连续刚构桥从裸墩、悬臂浇筑施工到成桥各阶段的受力特点，将成桥后主梁对主墩的约束作用简化为等效约束刚度的弹簧，利用Hamilton原理，推导高墩自体、悬浇施工以及成桥阶段的动力稳定方程，进一步退化为静力稳定问题，得到了静力稳定系数表达式，并分析了诸因素对高墩弯连续刚构桥稳定性的影响。从而寻求高墩大跨弯连续刚构桥梁空间稳定性的实用简便算法。通过实例分析，验证其计算结果的可靠性。
Abstract:
According to the character under power of Curved Continuous Rigid Frame Bridge with High Pier from single pier, cantilever construction to completed bridge, the equivalent restraint stiffness spring is utilized to simplify the main beam constraint to the main pier in the state of completed bridge. The dynamic stability equations of structures in each stage are derived by Hamilton principle and are converted to the static stability equations. Based on them, the static stability factors of structures are obtained and the effect of various parameters to the stability of Curved Continuous Rigid Frame Bridge with High Pier is studied here. The purpose of the paper is to seek the applied and simple stability analysis arithmetic of Long Span Curved Continuous Rigid Frame Bridge with High Pier. Through the case study to verify the calculation results have a certain reliability

参考文献/References:

References
[1] 李文华．高墩大跨径连续刚构弯桥全过程稳定性分析[D]’an University，2005.
[2] 郭 梅. 高墩大跨连续刚构桥稳定性分析[J]. 长安大学学报，1999，7(3)：31-38.
GUO Mei. Stability analysis of the continuous rigid frame bridge with high pier and large span [J] Journal of xi’an highway university，1999，7(3)：31-38.
[3] NAZMY A S. Stability and load-carrying capacity of three-dimensional long-span steel arch bridges. [J] Computers and Structurs, 1997，65(6)：857-868.
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[6] 李青宁，张学峰李晓凤, ZHANG Xue-feng, LI Xiao-feng ,et.Dynamic model anlysis of arch bridge under rotational seismic input [J]. J. Xi’an univ. of arch. & tech.（Natural Science Edition）, 2004，36(4):417-420.
[7] 尹海军，李子青，郭琦，等. 大跨高墩连续刚构桥动力特性研究 [J]．西安建筑科技大学学报：自然科学版，2010，42(5):663-668.
YIN Hai-jun, LI Zi-qing, GUO Qi, et. Study on the dynamic characteristics of long span continuous rigid frame bridge with high wall piers [J]. J. Xi’an univ. of arch. & tech.（Natural Science Edition）, 2010，42(5):663-668.

备注/Memo

备注/Memo:
收稿日期：２００９－１１－２４　　修改稿日期：２０１０－１２－１１
基金项目：陕西省交通科技资助项目（０４－１４ｋ）
作者简介：李文华（１９７７－），男，陕西蒲城人，博士生，主要从事桥梁工程研究．
更新日期/Last Update: 2015-11-01