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斜塔斜拉桥的力学分析 被引量:3

Analysis of Mechanics for Cable Stayed Bridge with Diagonal Tower
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摘要 斜塔斜拉桥是一种新型桥梁结构形式,该桥型结构特殊且受力复杂,主要是通过塔的倾斜来平衡桥面恒载和活载。通过一般斜拉桥的分析理论来分析斜塔斜拉桥,其关键是考虑主塔的倾斜,进一步通过对斜塔的受力分析,得出斜塔斜拉桥的力学分析方法。 The cable stayed bridge with diagonal tower is a new type of bridge structure. Present structure is particular and its load -bearing is complex, so the dead and live loads of deck are balanced mainly by tower obliqueness. When analyzing the cable - stayed bridge with diagonal tower by general analytic theory, the key lies in taking the obliqueness of main tower into accout. In response to further analysis of load - bearing of diagonal tower, the mechanics analyzing methods for this type of bridge are obtained.
出处 《北方交通》 2008年第10期24-27,共4页 Northern Communications
关键词 斜塔斜拉桥 力学分析 索力 背索 Cable - stayed bridge with diagonal tower Analysis of mechanics Cable force Back cable
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  • 1邓聚龙.灰色控制系统[M].武汉:华中理工大学出版社,1993..
  • 2范立础.桥梁工程(下册)[M].北京:人民交通出版社,1993..
  • 3Tomaka H, Kamei M. Cable Tension Adjustment by Structural System Identification [C]. Nukulchai W Kanok.Int Conf of Cable-stayed Bridge. Bangkok: Asian Institute of Technology, 1987. 856-868.
  • 4Potlalis S N.What is a bridge?the making of Calatrava's bridge in Seville[M].Cambridge,Massachusetts,London,England:The MIT Press,1999:2-16
  • 5Kominek M.The marian bridge,czech republic[J].Structural Engineering International,1998,8(4):283-284
  • 6Shao X D,et al.Design and experimental study of a harp shaped single span sable-stayed bridge[J].ASCE's Journal of Bridge Engineering,2005,10(6):658-665
  • 7杨炳成,孙明.斜拉桥索力的非线性优化倒拆分析[J].中国公路学报,1998,11(3):55-61. 被引量:13
  • 8颜东煌,刘光栋.确定斜拉桥合理施工状态的正装迭代法[J].中国公路学报,1999,12(2):59-64. 被引量:105
  • 9陈德伟,许俊,周宗泽,李国志.预应力混凝土斜拉桥施工控制新进展[J].同济大学学报(自然科学版),2001,29(1):99-103. 被引量:22
  • 10郑信光,韩振勇,项海帆.桥梁节段施工过程的徐变分析[J].同济大学学报(自然科学版),1991,19(3):355-362. 被引量:22

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  • 1赵晓萍,高翔.矮塔斜拉桥静力特性的对比分析[J].四川建筑,2008(4):134-137. 被引量:7
  • 2邓静,赵雷,王彬力,欧志峰.大跨度混凝土斜拉桥静力稳定性分析[J].四川建筑,2007,27(4):92-93. 被引量:1
  • 3Miyamoto A, Kawamura K, Nakamura H. Development of a bridge management system for existing bridges [J].Advances in Engineering Software,2001,32 ( 10/11 ) :821 - 833.
  • 4Brozzetti J. Design development of steel-concrete composite bridges in Franc[J].Journal of Constructional Steel Research ,2000,55 ( 1/2/3 ) :229 - 243.
  • 5Chrimes M M. The development of concrete bridges in the British Isles prior to 1940[J]. Structures and Buildings, 1996,116(3/4) :404 -431.
  • 6张雪,马龙飞,王莹,信东.非对称布索斜塔斜拉桥的静力平衡特征分析[J].北方交通,2007(12):38-41. 被引量:1
  • 7SAKAI F,ISOE A,UMDEA A.A new meth- odology for control of construction accuracy in cable-stayed bridges.Fan L C.Proe 3th EASEC [C].Shanghai:Tongji university press,2009,847-855.
  • 8CHENG W,THAM L G,LEE P K.Determina- tion of initial cable force in prestressed concrete cable-stayed bridges for given design deck pro- files using the forcee quilibrium method[J].Computers &structure,2008,74(1):1-9.
  • 9WANG P H,TSENG T C,YANG C G.Initial shape of cable-stayed bridge[J].Computers & structures,2009,47(1):111-123.
  • 10JENKINS W M.Towards structural optimiza- tion via the genetic algorithm[J].Computers & Structures,2010,40(5):1321-1327.

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