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Application and development of modern long-span space structures in China
Shilin DONG, Yang ZHAO, Dong XING
Frontiers of Structural and Civil Engineering 2012, Volume 6, Issue 3, Pages 224-239 doi: 10.1007/s11709-012-0166-6
Keywords: modern long-span space structures rigid space structures flexible space structures rigid-flexible combinedspace structures application and development
State-of-the-art of long-span bridge engineering in China
XIANG Haifan, GE Yaojun
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 4, Pages 379-388 doi: 10.1007/s11709-007-0051-x
Keywords: bridge engineering state-of-the-art long-span bridge configuration improvement
Control mode selection for modal control of long-span arch bridge
Zhengying LI, Zhengliang LI,
Frontiers of Structural and Civil Engineering 2009, Volume 3, Issue 4, Pages 401-406 doi: 10.1007/s11709-009-0052-z
Keywords: selection reduced-order excitation long-span simplified
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
Control of wind-induced vibration of long-span bridges and tall buildings
GU Ming
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 1, Pages 51-62 doi: 10.1007/s11709-007-0005-3
Keywords: torsional buffeting large-scale semiactive adjustable frequency building aeroelastic
Flutter control effect and mechanism of central-slotting for long-span bridges
YANG Yongxin, GE Yaojun, XIANG Haifan
Frontiers of Structural and Civil Engineering 2007, Volume 1, Issue 3, Pages 298-304 doi: 10.1007/s11709-007-0039-6
Keywords: aerodynamic configuration aerodynamic performance flutter mechanism aerodynamic stability theoretical analysis
Developments and Prospects of Long-Span High-Speed Railway Bridge Technologies in China
Shunquan Qin, Zongyu Gao
Engineering 2017, Volume 3, Issue 6, Pages 787-794 doi: 10.1016/j.eng.2017.11.001
With the rapid developments of the high-speed railway in China, a great number of long-span bridgesthat originate from the extremely large dead loading and the relatively small structural stiffness of long-spanInnovations and practices regarding new types of bridge and composite bridge structures, such as bridgesinvestigations into high-performance materials and integral fabrication and erection techniques for long-spanAt the end of the paper, prospects for the future development of long-span high-speed railway bridges
Keywords: EngineeringAchievements High-speed railway Long-span bridges Multi-function combined bridges High-performancematerials Spatial structures with three cable planes Integral fabrication
Theoretical Study and Engineering Practice of Long-Span Spatial Structures
Shen Shizhao
Strategic Study of CAE 2001, Volume 3, Issue 3, Pages 34-41
The development of long-span spatial structures is characterized by the continual innovation of structuralSeveral unconventional spatial structures designed by the author are introduced in this article as examplesSome theoretical studies by the author including the analytic theory of cable-suspended structures, theand vibration control of reticulated shells, as well as the wind-induced response analysis of cable structures
Keywords: spatial structures reticulated shells cable-suspended structures membrane structures structural stability
Jianling HOU, Weibing XU, Yanjiang CHEN, Kaida ZHANG, Hang SUN, Yan LI
Frontiers of Structural and Civil Engineering 2020, Volume 14, Issue 4, Pages 867-887 doi: 10.1007/s11709-020-0649-9
Keywords: long-span arch bridge expansion joint disease vehicle-bridge coupling vibration dynamic response
A Comparative Assessment of Aerodynamic Models for Buffeting and Flutter of Long-Span Bridges
Igor Kavrakov, Guido Morgenthal
Engineering 2017, Volume 3, Issue 6, Pages 823-838 doi: 10.1016/j.eng.2017.11.008
Wind-induced vibrations commonly represent the leading criterion in the design of long-span bridgesof self-excited and buffeting forces in the time domain by comparing the dynamic response of a multi-span
Keywords: Buffeting Flutter Long-span bridges Bridge aerodynamics Bridge aeroelasticity Erection stage
Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges
Zhang Xinjun and Sun Hailing
Strategic Study of CAE 2014, Volume 16, Issue 3, Pages 50-58
Keywords: super long-span cable-stayed bridge aerostatic stability aerodynamic stability design parameter
Research on Effects of Shape of Long-span Cable-supported Bridge on Mechanical Analysis of Surfacing
Qian Zhendong,Huang Wei,Du Xin,Liu Yun
Strategic Study of CAE 2006, Volume 8, Issue 9, Pages 35-41
Based on the Runyang Yangtze River Highway Bridge, which consiss of one cable-stayed bridge of South Branch and one suspension bridge of North Branch, the three-dimensional overall bridge model was established using the FEM numerical simulation to analyze the bridge deformation and mechanical performance. And a global-local analysis method was proposed to study the mechanical properties of surfacing. The shape of suspension bridge has large effects on the mechanical performances of the surfacing. The tensile stress obtained in this paper is significantly bigger than those by the traditional model. For the central section of the cable-stayed bridge, the mechanical indexes values of the surfacing obtained by this method are little bigger than those by the traditional model; otherwise, for the other sections of the main girder that undertake the horizontal component compression of the cable, the tensile stress values of the surfacing are little smaller than those by the traditional model.
Keywords: long-span cable-supported bridge surfacing FEM vehicular load tension stress
Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m
Frontiers of Structural and Civil Engineering doi: 10.1007/s11709-023-0980-z
Keywords: suspension bridge super long-span finite element model aerodynamic instability aerodynamic configuration
Study on the synergistic experimental model of long span steel bridge deck pavement system
Xia Guoxing,Qian Zhendong,Chen Chun and Liu Yan
Strategic Study of CAE 2012, Volume 14, Issue 5, Pages 96-100
Keywords: synergistic experimental model long-span steel bridge deck-pavement system
Adaptability evolution of financing systems of mega projects
Xue YAN, Longmiao GAO, Huimin LIU
Frontiers of Engineering Management 2021, Volume 8, Issue 2, Pages 258-270 doi: 10.1007/s42524-019-0066-8
Keywords: adaptability evolution financing methods long-span bridges in China mega projects
Title Author Date Type Operation
Application and development of modern long-span space structures in China
Shilin DONG, Yang ZHAO, Dong XING
Journal Article
Control mode selection for modal control of long-span arch bridge
Zhengying LI, Zhengliang LI,
Journal Article
Innovative steel-UHPC composite bridge girders for long-span bridges
Xudong SHAO, Lu DENG, Junhui CAO
Journal Article
Flutter control effect and mechanism of central-slotting for long-span bridges
YANG Yongxin, GE Yaojun, XIANG Haifan
Journal Article
Developments and Prospects of Long-Span High-Speed Railway Bridge Technologies in China
Shunquan Qin, Zongyu Gao
Journal Article
Theoretical Study and Engineering Practice of Long-Span Spatial Structures
Shen Shizhao
Journal Article
Typical diseases of a long-span concrete-filled steel tubular arch bridge and their effects on vehicle-induced
Jianling HOU, Weibing XU, Yanjiang CHEN, Kaida ZHANG, Hang SUN, Yan LI
Journal Article
A Comparative Assessment of Aerodynamic Models for Buffeting and Flutter of Long-Span Bridges
Igor Kavrakov, Guido Morgenthal
Journal Article
Research of the aerostatic and aerodynamic stability of super long-span cable-stayed bridges
Zhang Xinjun and Sun Hailing
Journal Article
Research on Effects of Shape of Long-span Cable-supported Bridge on Mechanical Analysis of Surfacing
Qian Zhendong,Huang Wei,Du Xin,Liu Yun
Journal Article
Aerodynamic stability evolution tendency of suspension bridges with spans from 1000 to 5000 m
Journal Article
Study on the synergistic experimental model of long span steel bridge deck pavement system
Xia Guoxing,Qian Zhendong,Chen Chun and Liu Yan
Journal Article