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Frontiers of Structural and Civil Engineering Pages 827-854 doi: 10.1007/s11709-023-0954-1
Keywords: seismic performance continuous girder bridge grouting sleeve-prestressed tendon composite connections
Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
Frontiers of Structural and Civil Engineering 2021, Volume 15, Issue 2, Pages 364-377 doi: 10.1007/s11709-021-0702-3
Keywords: accelerated bridge construction ultrahigh-performance concrete steel–UHPC composite bridge UHPC girder-to-girder
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 1, Pages 169-184 doi: 10.1007/s11709-019-0590-y
Keywords: shake table test accelerated bridge construction steel girder bridge OpenSEES UHPC simple for dead continuous
Experimental monitoring of the strengthening construction of a segmental box girder bridge and field
Ali Fadhil NASER, Zonglin WANG
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3, Pages 308-320 doi: 10.1007/s11709-012-0140-3
Keywords: prestressed concrete box girder monitoring external tendons strain deflection
Vibration testing of a steel girder bridge using cabled and wireless sensors
Dapeng ZHU, Yang WANG, James BROWNJOHN
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 3, Pages 249-258 doi: 10.1007/s11709-011-0113-y
Keywords: wireless sensing structural health monitoring (SHM) signal conditioning operating deflection analysis ambient vibration
Hanli WU, Hua ZHAO, Jenny LIU, Zhentao HU
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 5, Pages 1232-1246 doi: 10.1007/s11709-020-0653-0
Keywords: bridge weigh-in-motion continuous bridge fast Fourier transform influence line axle weight calculation
Research of steel box girder dehumidification in Taizhou Bridge
Li Lin and Xu Jun
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 10-13
The steel box girder of Taizhou Bridge is 2 160 m long with volume ofThe paper analyzes the principle, lectotype, setting, workflow and construction of the steel box girderAnd the paper protocols the quality inspection and evaluation standards of the steel box girder dehumidificationin Taizhou Bridge.
Keywords: Taizhou Bridge steel box girder dehumidification research
Design of stiffening girder for Taizhou Bridge
Shan Hongwei,Ding Lei,Zhou Qing
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 4-9
Taizhou Bridge is the first three-tower two-span suspension bridge withThe structural system of the stiffening girder is complicated and unique.Improvement and innovation have been made in detailed structure design of the stiffening girder basedon Runyang Bridge according to the structural character of three-pylon two-span suspension bridge.structural system, structure design, structure calculation, manufacturing and erection of the stiffening girder
Keywords: suspension bridge stiffening girder structural system structure design
Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 37-41
It is a difficult technical problem to make sure that the curve of girderconnecting the segments near the tower rigidly and transferring structure system for the suspension bridgewith three-span continuous stiffening girder.in this paper, and by taking a suspension bridge of over 1 000 m with three-span continuous stiffeninggirder as an example, the system transformation, curve adjustment and construction control of the girder
Keywords: suspension bridge stiffening girder region without hangers curve
Ali Fadhil NASER, Zonglin WANG
Frontiers of Structural and Civil Engineering 2013, Volume 7, Issue 2, Pages 164-177 doi: 10.1007/s11709-013-0196-8
Keywords: structural performance steel plates external pre-stressing cracks grouting method static
Closure technique for the hybrid girder cable-stayed bridge of Edong Bridge
Liu Minghu,Tan Hao,Xu Guoping,Zhao Canhui
Strategic Study of CAE 2011, Volume 13, Issue 10, Pages 99-104
Based on Edong Bridge, which is the second longest hybrid girder cable-stayedbridge with 926 m long main span,the influencing factors and crucial techniques of the main span closuremethod for long span hybrid girder cable-stayed bridge are studied.The loading assistant closure method, with better thermal adaptability and less influence on bridge lineon the mentioned advantages,the loading assistant closure method is applicable to long span hybrid girder
Keywords: Edong Bridge hybrid girder cable-stayed bridge closure technique loading assistant closure method
Fatigue stress monitoring and analyses for steel box girder of Runyang Suspension Bridge
WANG Ying, LI Zhaoxia, WU Baijian
Frontiers of Structural and Civil Engineering 2008, Volume 2, Issue 3, Pages 197-204 doi: 10.1007/s11709-008-0038-2
Keywords: bridge monitoring location RYSB traffic loading information
Field test on temperature field and thermal stress for prestressed concrete box-girder bridge
Baoguo CHEN, Rui DING, Junjie ZHENG, Shibiao ZHANG
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 2, Pages 158-164 doi: 10.1007/s11709-009-0002-9
Keywords: box-girder bridge field test hydration heat temperature field temperature gradient thermal stress
Design concept of the Twin River Bridges in Chongqing, China
Man-Chung TANG
Frontiers of Structural and Civil Engineering 2011, Volume 5, Issue 4, Pages 427-431 doi: 10.1007/s11709-011-0134-6
Keywords: long span bridges partially cable-supported girder bridge cable-stayed bridge extradosed steel truss bridge aesthetics Chongqing China
Innovative steel-UHPC composite bridge girders for long-span bridges
Xudong SHAO, Lu DENG, Junhui CAO
Frontiers of Structural and Civil Engineering 2019, Volume 13, Issue 4, Pages 981-989 doi: 10.1007/s11709-019-0531-9
Keywords: steel-UHPC composite bridge girder long-span bridge orthotropic steel deck fatigue cracking durability
Title Author Date Type Operation
Seismic performance of fabricated continuous girder bridge with grouting sleeve-prestressed tendon composite
Journal Article
Precast steel–UHPC lightweight composite bridge for accelerated bridge construction
Shuwen DENG, Xudong SHAO, Xudong ZHAO, Yang WANG, Yan WANG
Journal Article
Pretest analysis of shake table response of a two-span steel girder bridge incorporating acceleratedbridge construction connections
Elmira SHOUSHTARI, M. Saiid SAIIDI, Ahmad ITANI, Mohamed A. MOUSTAFA
Journal Article
Experimental monitoring of the strengthening construction of a segmental box girder bridge and field
Ali Fadhil NASER, Zonglin WANG
Journal Article
Vibration testing of a steel girder bridge using cabled and wireless sensors
Dapeng ZHU, Yang WANG, James BROWNJOHN
Journal Article
A filtering-based bridge weigh-in-motion system on a continuous multi-girder bridge considering the influence
Hanli WU, Hua ZHAO, Jenny LIU, Zhentao HU
Journal Article
The curve adjustment method of girder segments without hangers for suspension bridge with three-spancontinuous stiffening girder
Qi Zhaochen,Tang Maolin,Cui Bing,Dong Meng,Wang Ming
Journal Article
Evaluation of the static and dynamic structural performance of segmental pre-stressed concrete box girderbridge after repairing and strengthening
Ali Fadhil NASER, Zonglin WANG
Journal Article
Closure technique for the hybrid girder cable-stayed bridge of Edong Bridge
Liu Minghu,Tan Hao,Xu Guoping,Zhao Canhui
Journal Article
Fatigue stress monitoring and analyses for steel box girder of Runyang Suspension Bridge
WANG Ying, LI Zhaoxia, WU Baijian
Journal Article
Field test on temperature field and thermal stress for prestressed concrete box-girder bridge
Baoguo CHEN, Rui DING, Junjie ZHENG, Shibiao ZHANG
Journal Article