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《Bridge Construction》 2001-02
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The Full-scale Model Test and Spatial Analysis for the Segment of Cable Pylon of Cable-stayed Bridge

WANG Feng jun, XIANG Yi qiang (Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China)  
A general mechanical analysis is hard to reflect the actual working status and carrying capacity for the anchorage zone of cable stayed bridge. The main span structure of Wenhui Road elevated bridge is a three span (104+240+104) m cable stayed bridge with two pylons and two cable planes,based on the conformation and characteristic of strand layout in cable pylon of this bridge, the test project of the full scale model of segment of cable pylon is described, the spatial analysis of segment model is carried through, the values obtained by spatial analysis and test results are compared, some important conclusions are drawn, it is beneficial to the construction of Wenhui Road bridge.
【CateGory Index】: U448.27
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【References】
Chinese Journal Full-text Database 2 Hits
1 HUANG Yong, CHENG Xiao-dong, ZENG Jin-zhong ( Hangzhou Municipal Urban Infrastructure Development Corporation, Hangzhou 310006, China; Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China);Three-Diemensional Finite Element Analysis of Stress Conditions at Cable-to-Girder Anchor Zone of Cable-Stayed Bridge[J];Bridge Construction;2005-S1
2 WANG Xinguo1,2 PEI Ruojuan2 (1.The Fourth Survey & Design Inst. of China Railway,Wuhan 430063, China; 2.School of Civil Eng. & Mechanics, HUST, Wuhan 430074, China);Main Tower Design of Hangzhou Wenhui Bridge[J];Journal of Wuhan Urban Construction Institute;2003-03
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Li Xinghua,An Qunhui,Wang Jiezao;Study on Anchorage Zone of PC Hollow Tower[J];BRIDGE CONSTRUCTION;1999-01
2 LIU Zi ming (Bridge Science Research Institute, Major Bridge Engineering Bureau, the Ministry of Railways, Wuhan 430034, China);Test Study of Bridge Structure Models[J];BRIDGE CONSTRUCTION;1999-04
3 ZHOU Meng bo 1, WEN Wu song 1, LEI Chang long 2 (1. Wuhu Changjiang River Bridge Project Commanding Department, Major Bridge Engineering Bureau, the Ministry of Railways, Wuhu 241001, China; 2.Commerical and Planning Department of Major Bridge En;Study of Crazing Resistance and Bearing Capacity of Concrete at Heavy Tonnage Anchorage Zone[J];BRIDGE CONSTRUCTION;1999-04
4 DANG Zhi jie (Bridge Science Research Institute, Major Bridge Engineering Bureau, the Ministry of Railways, Wuhan 430034, China);Fatigue Resistance of Stay Cables[J];BRIDGE CONSTRUCTION;1999-04
5 WEN Wu song 1, WANG Bang mei 2 (1. Wuhu Changjiang River Bridge Project Commanding Department, Major Bridge Engineering Bureau, the Ministry of Railways, Wuhu 241001, China; 2. Bridge Science Research Institute, Major Bridge Engineering Bureau, the;Contents and Methods for Monitoring and Controlling of Cable stayed Bridges at Construction Stage[J];BRIDGE CONSTRUCTION;1999-04
6 ZHANG Chun\|sheng 1, LIANG Zhi\|guang 2, LI Jian\|zhong 2 (1. The 19th Engineering Bureau of the Ministry of Railways, Liaoyang 111000, China; 2. Shijiazhuang Railway Institute, Shijiazhuang 050043, China);Emulation Analysis for Construction Sequences of Cable-stayed Bridge[J];BRIDGE CONSTRUCTION;2000-02
7 WANG Kai, CHEN Heng-jin (The 1st Surveying & Design Institute, the Ministry of Railways, Lanzhou 730000, China);The Design of Low-pylon Cable-stayed PC Bridge in Zhangzhou[J];Bridge Construction;2001-01
8 CHEN Jian yang 1, XU Guo ping 2, LIU Li 1, ZHU Zheng qun 1 (1. The Construction Headquarters of Jingzhu Expressway in Hubei Province, Wuhan 430040, China; 2. Highway Planning and Design Institute, the Ministry of Communication, Beijing 100010, Ch;The Research of Application of the Looped Prestressed Tendons with Large Tonnage and Small Radius in the Anchorage Zone of Cable-stayed Bridge Tower[J];Bridge Construction;2001-02
9 GAO Zong yu (China Zhongtie Major Bridge Reconnaissance and Design Institute, Wuhan 430050, China);Design of Composite Girder Cable-stayed Bridge over Minjiang River at Qingzhou[J];Bridge Construction;2001-04
10 LIU Qing kuan 1, QIANG Shi zhong 2, ZHANG Qiang 2, CHEN Wei qing 2 (1. Shijiazhuang Railway lnstitute, Shijiazhuang 050043, China; 2. Department of Bridge and Structure Engineering, Southwest Jiaotong University, Chengdu 610031, China);Analysis of Stress in Anchorage Zone between Box shaped Steel Beam and Cable in Cable stayed Bridge[J];Bridge Construction;2001-05
【Secondary References】
Chinese Journal Full-text Database 3 Hits
1 BAI Guang-liang1,PU Qian-hui1,YUAN Wan-cheng2,YANG Yong-qing1(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Experimental Research and FEM Analysis of Stud Connectors in Anchorage Zone of Pylon of Cable-stayed Bridge[J];Journal of the China Railway Society;2009-03
2 LIU Hui1,2(1.Sichuan Architecture Vocational and Technical School,Deyang,Sichuan,618000;2.School of Civil Engineering,Chongqing University,Chongqing,400044);Construction Technology of Main Tower of the Pre-stressed Concrete Cable-stayed Bridge[J];Western China Communications Science & Technology;2008-04
3 WANG Cunguo,LIU Zhaofeng,ZHAO Renda(School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);Stress Analysis of Anchorage Zone of Pylon for Yongjiang Cable-stayed Bridge[J];Highway Engineering;2009-06
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