通明海特大桥主桥设计与分析
摘要
通明海特大桥主桥采用双塔双索面组合梁斜拉桥结构形式,跨径布置为（146＋338＋146）m.本文对该桥 设计、计算分析进行了介绍.
出处
《广东交通规划设计》
2017年第1期6-8,共3页
Guangdong communications planning and design
二级参考文献13
-
1AASHTO. LRFDSEIS - 1 - M Guide Specifications for LRFD Seismic Bridge Design[ S]. First Edition and Interim Revisions. Washington DC : American Association of State Highway and Transportation Officials, 2008.
-
2Soong T T, Spencer B F Jr. Supplemental energy dissipation: state-of-the-art and state-of-the-practice [J]. Engineering Structures, 2002, 24(3) : 243 -259.
-
3马欧尼,仝强.E型钢阻尼支座:中国,200820066839.5[P].2009-6-24.
-
4GUAN Zhongguo, LI Jianzhong, XU Yan. Performance test of energy dissipation bearing and its application in seismic control of a longspan bridge [J]. Joumal of Bridge Engineering, 2010, 15(6) : 622 -630.
-
5Turkington D H, Carr A J, Cooke N, et al. Seismic design of bridges on lead -rubber bearings [ J ]. Journal of Structural Engineering, 1989, 115 (12) : 3000-3016.
-
6Robinson W H. Lead -rubber hysteretic bearings suitable for protecting structures during earthquakes[ J]. Earthquake Engineering & Structural Dynamics, 1982, 10(4) : 593 -604.
-
7Aiken I D, Nims D K, Whittaker A S, et al. Testing of passive energy dissipation systems [ Jl. Earthquake Spectra, 1993, 9(3) : 335 -370.
-
8Tam L M, Goel R K. Supplemental viscous damping effects on seismic demands of linear elastic systems[ R]. Report No. CP/SEAM - 2000/01, California, USA: Department of Civil and Environmental Engineering, California Polytechnic State University, 2000.
-
9Taylor D P. Fluid dampers for applications of seismic energy dissipation and seismic isolation[ C 1//Mexican Society for Earthquake Engineering. Proceedings of the Eleventh World Conference on Earthquake Engineering. Acapulco, Mexico: Elsevier Science Ltd, 1996: Paper No. 798.
-
10Symans M D, Constantinou M C. Passive fluid viscous damping systems for seismic energy dissipation[ J]. ISET Journal of Earthquake Technology, 1998, 35(4) : 185 -206.
共引文献27
-
1王效杰,于德恩,吕龙.高低塔斜拉桥横向地震响应研究[J].公路交通科技（应用技术版）,2020(2):191-195.
-
2李立峰,刘本永,张晨熙,吴文朋.中等跨径斜拉桥塔梁弹性约束装置的减震效应研究[J].地震工程与工程振动,2013,33(1):146-152. 被引量：17
-
3岳诚东.基于粘滞阻尼器的大跨铁路斜拉桥横向减震研究[J].兰州交通大学学报,2013,32(1):10-14. 被引量：4
-
4徐德标,张海波.仁江河大跨连续刚构桥的设计及塌腰防治[J].特种结构,2013,30(3):18-21.
-
5张永亮,陈兴冲.客运专线大跨斜拉桥减震方案优化分析[J].应用基础与工程科学学报,2014,22(1):160-169. 被引量：12
-
6王龙,徐略勤,熊柏林,傅沛瑶.混合梁独塔斜拉桥非对称横向抗震约束体系研究[J].工程抗震与加固改造,2018,40(5):50-58. 被引量：3
-
7夏修身,李建中,徐艳,嵇冬冰.横梁屈服对斜拉桥横向地震反应的影响[J].华南理工大学学报（自然科学版）,2014,42(5):84-89. 被引量：4
-
8赵丽,朱宗景,刘群,聂利英.斜拉桥合理墩形及墩梁约束体系抗震研究[J].科学技术与工程,2014,22(32):84-88. 被引量：1
-
9徐艳,嵇冬冰,王瑞龙.H型斜拉桥桥塔横桥向结构抗震设计与分析[J].土木建筑与环境工程,2014,36(6):1-7. 被引量：11
-
10张常勇,王文斌,姚宗健.大跨度斜拉桥顺桥向阻尼约束体系研究[J].桥梁建设,2014,44(6):75-80. 被引量：21
