Geometric nonlinear analysis of self-anchored cable-stayed suspension bridges. [PDF]
ScientificWorldJournal, 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.
Hui-Li W, Yan-Bin T, Si-Feng Q, Zhe Z.
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A numerical study on the structural integrity of self-anchored cable-stayed suspension bridges [PDF]
Fracture 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
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Design and performance assessment of a novel self-anchored pedestrian suspension bridge
Case Studies in Construction Materials, 2022 Conventional suspension bridge systems generally adopt a symmetrical layout, which has limited applicability in asymmetric urban terrain. However, the span capacity of the asymmetric bridge system is not as good as that of the conventional suspension ...
Pengzhen Lu +3 more
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The Basic Differential Equations of Self‐Anchored Cable‐Stayed Suspension Bridge [PDF]
Mathematical Problems in Engineering, 2010 The static behavior of self‐anchored cable‐stayed suspension bridge under vertical load is described with the continuum method. Based on the partition generalized variation principle, considering the compression‐bending coupling effect of the main girder and the tower, the large displacement incomplete generalized potential energy functional of three ...
Wang, Hui-Li +4 more
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KSCE Journal of Civil Engineering, 2020 The Longgang Bridge in Shaanxi, China, is a complex continuous hybrid structure composed of two cable-stayed self-anchored suspension parts and one single-pylon cable-stayed part. A 1:20-scaled model was established due to the effect of multiple structural transformation, frequent internal force changes during the construction process, and differences ...
Yu Zhao +4 more
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Displacement-based Mode Pushover Analysis of Self-anchored Cable-stayed Suspension Bridge
DEStech Transactions on Engineering and Technology Research, 2017 As being a typical multi-freedom degree system structure, self-anchored cablestayed suspension bridge is significantly affected by higher modes in the earthquake response. Traditional force-based pushover analysis of reverse triangle or uniform distribution patterns will lead* to a certain error for the results of pushover analysis of self-anchored ...
Yingna Mu, Yanna Zheng, Jingru Liu
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Design and key construction technology of steel-concrete-steel sandwich composite pylon for a large span cable-stayed bridge. [PDF]
Sci Rep, 2023 Pei B, Chong A, Xia H, Kang X.
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Temperature effect on cable force of a special-shaped tied-arch bridge. [PDF]
Heliyon, 2022 Zhu L +7 more
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Earthquake hazard and risk analysis for natural and induced seismicity: towards objective assessments in the face of uncertainty. [PDF]
Bull Earthq Eng, 2022 Bommer JJ.
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Mechanical Behaviors and Fatigue Performances of Ballastless Tracks Laid on Long-Span Cable-Stayed Bridges with Different Arrangements. [PDF]
Sensors (Basel), 2019 Sheng X, Zheng W, Zhu Z.
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