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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
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
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
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
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
Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge
Wang Jun and Liang Jinda
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 41-45
Taizhou Bridge is the first three-tower two-span suspension bridge withand lateral gate shape; the side towers are gate shaped concrete frames; the stiff girder consists offlat streamline steel box girders, with a total of 136 steel box girders of about 33 426 t for the wholebridge.bridge by analyzing the effect of steel box girders lifting sequence on structural system and difficulty
Keywords: three tower two pan suspension bridge steel box girder lifting sequence
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
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
Minghong QIU; Xudong SHAO; Weiye HU; Yanping ZHU; Husam H. HUSSEIN; Yaobei HE; Qiongwei LIU
Frontiers of Structural and Civil Engineering 2022, Volume 16, Issue 6, Pages 744-761 doi: 10.1007/s11709-022-0843-z
Keywords: field test steel-concrete composite beam continuous girder bridge negative bending moment region
Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 54-59
Unlike single-span suspension bridge,the three -span continuous suspensionbridge is mainly characterized by slings set in both side spans, and the continuous transition of stiffeningis relatively complex. the Fourth Nanjing Yangtze River Bridge as the background, and according to thestructural features of the large span three-span continuous suspension bridge, the reasonable liftingprogram is determined through the comparison and analysis on two different types of lifting sequence for steel
Keywords: three-span continuous suspension bridge steel box girder lifting program closure saddle pushing
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
Stress analysis of deck pavement of continuous steel box girder
Li Guofen,Cao Mu, Wang Hongchang,Zhu Huaping
Strategic Study of CAE 2013, Volume 15, Issue 8, Pages 79-83
The geometric structure of steel deck plates is complex.finite element method for the mechanics analysis of the composite guss asphalt surfacing layer of curved steelbox girder bridges.By taking the orthotropic steel deck and the pavement as a whole, a reasonable finite element model whichAccording to the common diseases in steel deck pavements and the effect of the overload and the horizontal
Keywords: bridge deck pavement curved continuous steel box girder surfacing cracking bond slip stress and the
Lu Wei,Deng Hengchang,Zhang SHengli,Yang Ming,Yu Yeqiang,Li Pingli,Li Runzhe,Xiao Anbin
Strategic Study of CAE 2010, Volume 12, Issue 7, Pages 47-52
Xihoumen Bridge is the longest two-span continuous steel box girder suspensionbridge in China.Several problems have been encountered due to severe natural environment during the erection of steelbox girder at anchor-side of north side span of the bridge.The key technique and construction process of erection and linetype adjustment for the steel box girder
Keywords: suspension bridge steel box-girder Xihoumen Bridge anchor-side of north side span erection and adjustment
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
Title Author Date Type Operation
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
Vibration testing of a steel girder bridge using cabled and wireless sensors
Dapeng ZHU, Yang WANG, James BROWNJOHN
Journal Article
Fatigue stress monitoring and analyses for steel box girder of Runyang Suspension Bridge
WANG Ying, LI Zhaoxia, WU Baijian
Journal Article
Innovative steel-UHPC composite bridge girders for long-span bridges
Xudong SHAO, Lu DENG, Junhui CAO
Journal Article
Determination of lifting sequence of steel box girders of suspension main bridge of Taizhou Bridge
Wang Jun and Liang Jinda
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
Field validation of UHPC layer in negative moment region of steel-concrete composite continuous girderbridge
Minghong QIU; Xudong SHAO; Weiye HU; Yanping ZHU; Husam H. HUSSEIN; Yaobei HE; Qiongwei LIU
Journal Article
Study on overall lifting program for steel box girder of large span of three-span continuous suspensionbridge
Yao Qingtao,Pan Guilin,Yao Qingtao,He Chaoran
Journal Article
Seismic performance of fabricated continuous girder bridge with grouting sleeve-prestressed tendon composite
Journal Article
Stress analysis of deck pavement of continuous steel box girder
Li Guofen,Cao Mu, Wang Hongchang,Zhu Huaping
Journal Article
Erection technique of steel box-girder at anchor-side of north side span in Xihoumen suspension bridge
Lu Wei,Deng Hengchang,Zhang SHengli,Yang Ming,Yu Yeqiang,Li Pingli,Li Runzhe,Xiao Anbin
Journal Article