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World Bridges
1671-7767
2016 Issue 6
ri ben qiao liang jian she jing xi hua an li jie shao
chen kai li ;
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page:1-6
huan ying ding yue 2017 nian du qiao liang jian she
..............
page:6
Design of Long-Span Deck-Type Concrete-Filled Steel Tubular Arch Bridge
CHEN Guan-hua;DENG Xiao-hong;WAN Lin;Guizhou Transportation Planning Survey & Design Academe Co.;Ltd.;
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page:7-11
Design of A Landscape Cable-Stayed Bridge with V-Shaped Oblique Pylons on Shouchun West Road in Liuan
QU Ji-hua;Anhui Transport Consulting & Design Institute Co.;Ltd.;
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page:12-16+22
Design of Steel Sheet Pile Cofferdam Under Deep and Weak Geological Condition
XIA Song-jun;CCCC Fourth Highway Engineering Co.;Ltd.;
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page:17-22
Key Construction Techniques for a Suspension Bridge Crossing a V-Shaped Canyon in Mountainous Region
ZHAO Qian-jin;Kunming Railway Administration;
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page:23-26
Parallel Construction Techniques for Catwalk and Anchor Blocks of Zhixi Changjiang River Bridge in Yichang
XIE Hong-yue;ZHOU Chang-dong;HAN Sheng-li;China Railway Major Bridge Engineering Group Co.;Ltd.;Yichang Urban Construction Investment and Development Co.;Ltd.;The First Engineering Co.;Ltd.;China Railway Major Bridge Engineering Group;
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page:27-30
Closure Technique for Steel Truss Arch and Girder of the Second Hengqin Bridge in Zhuhai
TIAN Wei;LIU Dan;TAN Hao-ming;CCCC Second Harbor Engineering Co.;Ltd.;
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page:31-35
Application of a New Truss to Beam-Type Support for Cast-in-Situ Box Girder
CHEN Fo-ci;The Seventh Engineering Co.;Ltd.;China Railway Major Bridge Engineering Group;
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page:36-40
Study of Shear Bearing Capacity Calculation Methods for Notched Connectors in Timber-Concrete Composite Girder
HEGuo jing;LENG Jun;PENG Le-ning;College of Civil Engineering and Mechanics;Central South University of Forestry and Technology;
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page:41-45
Analysis of Fatigue Performance of Steel Truss Girder Integral Panel Points Based on Multi-Scale Finite Element and Experimental Study
WANG Hui-li;YIN Hong-jian;QIN Si-feng;Institute of Bridge Engineering;Dalian University of Technology;State Key Laboratory of Subtropical Buildings;South China University of Technology;Research Center for Highway Maintenance Technology;Liaoning Provincial Communication Planning & Design Institute;Center for Material Failure Modeling Research;Dalian University;
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page:46-49
Influence of P-Δ Effect on Displacement Ductility of Reinforced Concrete Bridge Piers
WANG Zhen;WANG Jing-quan;GUO Da-wei;XIU Hong-liang;Key Laboratory of Concrete and Prestressed Concrete Structure;Ministry of Education;Southeast University;National Prestress Engineering Research Center;Southeast University;
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page:50-55+61
Study of Non-linear Aerostatic Response of Fuma Changjiang River Bridge
XIONG Long;LIAO Hai-li;ZHUO Ling-jun;WANG Qi;Key Laboratory of Wind Engineering of Sichuan Province;Southeast Jiaotong University;
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page:56-61
Study of Effects of Lower Deck and Pier Columns Collision of Double-Deck Viaduct
WEI Xiao-long;XU Lue-qing;LIU Ying;TENG Jie;College of Civil Engineering;Chongqing Jiaotong Universtiy;State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering;Chongqing Jiaotong University;
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page:62-68
Simplified Method for Analyzing Longitudinal Direction Elastic Stability of Intermediate Tower Structure of Multi-Tower Suspension Bridge
ZHANG Xing-biao;SHEN Rui-li;ZHANG Song-han;PENG Dan;Southwest Jiaotong University;Chengdu Municipal Engineering and Research Institute;
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page:69-73
Analysis of Influence of Fractured Hangers on a Bowstring Concrete-Filled Steel Tubular Arch Bridge
SU Ming-xing;YANG Yun-ping;CCCC Second Highway Consultants Co.;Ltd.;
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page:74-78
Analysis of Causes of Collapse Accident in Preloading Test of Bridge Movable Framework
LI Jie;LI Jing-bin;CHEN Huai;School of Civil Engineering;Zhengzhou University;
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page:79-84
huan ying ding yue 2017 nian du shi jie qiao liang
..............
page:84
Key Techniques of Hanger Cable Replacement for Self-Anchored Suspension Bridge
CHEN Zhi-min;WU Yun-hong;Wuhan Bridge Special Technology Co.;Ltd.;China Railway Major Bridge Engineering Group;State Key Laboratory for Health and Safety of Bridge Structure;
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page:85-90
de guo gai er lei ren xing xuan suo qiao
zhang ni ;
..............
page:91-92
ri ben xiang gen xi lu san dao da diao qiao
liu hai yan ;
..............
page:91
yin du na er mo da he san qiao
zhang ni ;
..............
page:92-93
mei guo ba yue na qiao de gai zao jia gu
zhang ni ;
..............
page:92
ying guo mo xi gai te wei da qiao
zhang ni ;
..............
page:93-94
he lan a er ke ma er de na er xun man de la da qiao
zhang ni ;
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page:94
xi ban ya yi zuo luo xuan shi ren xing qiao
liu hai yan ;
..............
page:94
wu han qing shan chang jiang da qiao zhu qiao jin ru ta zhu shi gong jie duan
hu hai bo ;
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page:95
wu han yang zuo gang chang jiang da qiao 2 hao qiao ta chen jing feng di wan cheng
tu chao ;
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page:95-96
shang he hang tie lu wu hu chang jiang gong tie da qiao zhu qiao zhuan ru qiao ta shi gong
tao ya cheng ;
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page:95
cheng gui tie lu gui zhou ya chi he te da qiao gang zuo gong lei shun li he long
yin guang shun ; tao lu ;
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page:96
da rui tie lu lan cang jiang te da qiao gang gong er ci zhuan ti he long
chen jin zhou ; liu xing yu ;
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page:96
shi jie qiao liang 2016 nian zong mu ci
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page:97-100