Research graph
References from Load-Sharing Ratio in Variable-Depth Beam–Arch Composite Bridges: Analytical Formulation, Numerical Verification, and Construction-Monitoring Assessment. Local targets link to admitted publications; unresolved targets remain external evidence.
Unresolved reference
External reference
Practical calculation method for a through-type three-span continuous beam–arch composite bridge
2011 · External reference
Mechanical system evolution and reasonable structural design parameters of long-span deck-type beam–arch composite rigid frame bridge
10.18280/ijdne.150614 · 2020 · External reference
Arch-to-beam rigidity analysis for V-shaped rigid frame composite arch bridges
10.12989/scs.2015.19.2.405 · 2015 · External reference
Unresolved reference
External reference
Unresolved reference
External reference
A practical and safe optimization method for temporary cable layout on the upper beam of a beam–arch composite rigid-frame bridge
2020 · External reference
Determination of hanger installation procedure for a self-anchored suspension bridge
10.1016/j.engstruct.2005.10.019 · 2006 · External reference
Analysis of target configurations under dead loads for cable-supported bridges
10.1016/s0045-7949(01)00120-1 · 2001 · External reference
10.3390/su16146041
10.3390/su16146041 · External reference
10.3390/buildings16081611
10.3390/buildings16081611 · External reference
10.3390/buildings15081385
10.3390/buildings15081385 · External reference
10.3390/buildings14061787
10.3390/buildings14061787 · External reference
Shrinkage and creep effect analysis of a beam–arch composite bridge based on field tests
10.1016/j.istruc.2024.106187 · 2024 · External reference
10.3390/s25154831
10.3390/s25154831 · External reference
Research progress on calibration of bridge structural health monitoring sensing system
10.1186/s43251-024-00143-3 · 2024 · External reference
Multi-objective optimization of cable force of arch bridge constructed by cable-stayed cantilever cast-in-situ method based on improved NSGA-II
10.1016/j.istruc.2023.105782 · 2024 · External reference
DNN surrogate-model-based cable-force optimization for cantilever erection construction of a large-span concrete-filled steel tubular arch bridge
10.1016/j.advengsoft.2023.103588 · 2024 · External reference
10.3390/buildings15030330
10.3390/buildings15030330 · External reference
10.3390/buildings15162810
10.3390/buildings15162810 · External reference
10.20944/preprints202308.1967.v1
10.20944/preprints202308.1967.v1 · External reference
The effect of fatigue on the arrangement of hangers in tied arch bridges
10.1016/j.engstruct.2009.12.040 · 2010 · External reference
Optimization of hanger arrangement in pedestrian tied arch bridge with sparse hanger system
10.1177/1369433219849842 · 2019 · External reference
Parameter study on weight minimization of network arch bridges
2018 · External reference
An optimization model for the design of network arch bridges
10.1016/j.compstruc.2016.03.011 · 2016 · External reference
Dynamic behavior of tied-arch bridges under the action of moving loads
10.1155/2016/2749720 · 2016 · External reference
Parametric study of radial hanger patterns for network arch timber bridges with a light deck on transverse crossbeams
10.1016/j.engstruct.2017.10.021 · 2017 · External reference
Unresolved reference
External reference
Unresolved reference
External reference
Analysis method for composite structures: Deformation compatibility method
1993 · External reference
Demonstration of deformation-compatibility equations in the flexibility method and proof of the principle of minimum deformation energy
1987 · External reference
Unresolved reference
External reference
DNN surrogate-model-based cable-force optimization for cantilever erection construction of a large-span concrete-filled steel tubular arch bridge
10.1016/j.advengsoft.2023.103588 · ExternalCitation · doi-reference
An optimization model for the design of network arch bridges
10.1016/j.compstruc.2016.03.011 · ExternalCitation · doi-reference
Determination of hanger installation procedure for a self-anchored suspension bridge
10.1016/j.engstruct.2005.10.019 · ExternalCitation · doi-reference
The effect of fatigue on the arrangement of hangers in tied arch bridges
10.1016/j.engstruct.2009.12.040 · ExternalCitation · doi-reference
Parametric study of radial hanger patterns for network arch timber bridges with a light deck on transverse crossbeams
10.1016/j.engstruct.2017.10.021 · ExternalCitation · doi-reference
Multi-objective optimization of cable force of arch bridge constructed by cable-stayed cantilever cast-in-situ method based on improved NSGA-II
10.1016/j.istruc.2023.105782 · ExternalCitation · doi-reference
Shrinkage and creep effect analysis of a beam–arch composite bridge based on field tests
10.1016/j.istruc.2024.106187 · ExternalCitation · doi-reference
Analysis of target configurations under dead loads for cable-supported bridges
10.1016/s0045-7949(01)00120-1 · ExternalCitation · doi-reference
Dynamic behavior of tied-arch bridges under the action of moving loads
10.1155/2016/2749720 · ExternalCitation · doi-reference
Optimization of hanger arrangement in pedestrian tied arch bridge with sparse hanger system
10.1177/1369433219849842 · ExternalCitation · doi-reference
Research progress on calibration of bridge structural health monitoring sensing system
10.1186/s43251-024-00143-3 · ExternalCitation · doi-reference
Arch-to-beam rigidity analysis for V-shaped rigid frame composite arch bridges
10.12989/scs.2015.19.2.405 · ExternalCitation · doi-reference
Mechanical system evolution and reasonable structural design parameters of long-span deck-type beam–arch composite rigid frame bridge
10.18280/ijdne.150614 · ExternalCitation · doi-reference
10.20944/preprints202308.1967.v1
10.20944/preprints202308.1967.v1 · ExternalCitation · doi-reference
10.3390/buildings14061787
10.3390/buildings14061787 · ExternalCitation · doi-reference
10.3390/buildings15030330
10.3390/buildings15030330 · ExternalCitation · doi-reference
10.3390/buildings15081385
10.3390/buildings15081385 · ExternalCitation · doi-reference
10.3390/buildings15162810
10.3390/buildings15162810 · ExternalCitation · doi-reference
10.3390/buildings16081611
10.3390/buildings16081611 · ExternalCitation · doi-reference
10.3390/s25154831
10.3390/s25154831 · ExternalCitation · doi-reference
10.3390/su16146041
10.3390/su16146041 · ExternalCitation · doi-reference
