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Parametric Study on Responses of a Self-Anchored Suspension Bridge to Sudden Breakage of a Hanger [PDF]

open access: yesThe Scientific World Journal, 2014
The girder of self-anchored suspension bridge is subjected to large compression force applied by main cables. So, serious damage of the girder due to breakage of hangers may cause the collapse of the whole bridge.
Wenliang Qiu, Meng Jiang, Cailiang Huang
doaj   +2 more sources

The USGT Method for Suspender Tensioning of Self-Anchored Suspension Bridges [PDF]

open access: yesAdvances in Civil Engineering, 2021
Unlike earth-anchored suspension bridges, self-anchored suspension bridges (SASBs) involve a special construction stage, namely, suspender tensioning, in which the tensioning force and sequence are crucial and complicated.
Hongmei Tan   +4 more
doaj   +2 more sources

Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges [PDF]

open access: yesThe Scientific World Journal, 2013
Geometric nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. The repercussion of shrinkage and creep of concrete, rise-to-span ratio, and girder camber on the system is discussed.
Wang Hui-Li   +3 more
doaj   +3 more sources

Damage characteristics analysis of self-anchored suspension bridge [PDF]

open access: yesArchives of Civil Engineering
Based on a self-anchored suspension bridge with a long span and complex structure, this paper makes a detailed analysis of its stress characteristics before damage and damage characteristics after damage through finite element analysis and bridge load ...
Xilong Zheng, Yunfeng Hu, Baitao Sun
doaj   +2 more sources

Analysis of damage identification of self-anchor suspension bridge [PDF]

open access: yesArchives of Civil Engineering
For the self-anchored suspension bridge with large span and complex structure, based on the finite element analysis and combined with the bridge load test, the stress characteristics before and after damage are analyzed in detail.
Xilong Zheng, Di Guan, Yiqiang Wang
doaj   +2 more sources

Test and numerical investigations on the spatial mechanics characteristics of extra-wide concrete self-anchored suspension bridge during construction

open access: yesInternational Journal of Distributed Sensor Networks, 2019
This work is aimed at studying the mechanics characteristics of the self-anchored suspension bridge with extra-wide concrete girder during girder erection and system transformation.
Guangpan Zhou   +7 more
doaj   +2 more sources

Discussion of 800m Composite Bridge with CFST Flying Swallow Arch and Self-anchored Suspension Cable [PDF]

open access: yesE3S Web of Conferences, 2021
In view of the demand of 800 meters Super Long Span CFST arch bridge, the composite bridge of CFST flying swallow arch and self-anchored suspension cable is proposed.
Chen ZhaoYang, Xu WenPing
doaj   +1 more source

Adaptability Analysis of the Main Girder and Materials of a Partial Ground-anchored Suspension Bridge [PDF]

open access: yes预应力技术, 2023
Although partial ground-anchored suspension bridges provide economical and feasible technical solutions when constructing ground suspension bridges under soft-soil geological conditions, the main girder bears a relatively large stress under anchor force.
Haixi Jiang
doaj   +1 more source

Study on Static Analytical Method of Multi-Tower Self-Anchored Suspension Bridge

open access: yesApplied Sciences, 2022
Based on the deflection theory and the characteristics of multi-tower self-anchored suspension bridges, considering the influence of longitudinal stiffness of main tower and bending effect of stiffening beam, the equilibrium differential equation and ...
Yong-jian Chen   +3 more
doaj   +1 more source

A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges [PDF]

open access: yesFracture and Structural Integrity, 2016
A generalized numerical model for predicting the structural integrity of self-anchored cable-stayed suspension bridges considering both geometric and material nonlinearities is proposed.
Paolo Lonetti, Arturo Pascuzzo
doaj   +4 more sources

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