On the public citation graph
Dynamic response of cable-stayed bridge under blast load
0 signed · 84 inferred · view as graph
Inferred edges come from two machine sources: sweeps of open repository metadata (mostly SSRN and Zenodo), and a bulk OpenAlex citation snapshot. Every row below is labelled with the one it came from. Neither is a complete citation index — absence here is not evidence of absence.
Is this your work? Sign in with ORCID and put your name on the
claims that are yours.
Reference health. See whether every reference in this work resolves to a
known work and none has been retracted — and get a dated CiteStamped
badge you can embed.
What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
inferredcites →https://doi.org/10.1002/stc.241openalex-snapshot
Cable–deck dynamic interactions at the International Guadiana Bridge: On-site measurements and finite element modelling
inferredcites →https://doi.org/10.1007/978-1-4612-2218-7_5openalex-snapshot
On The Thermodynamic Theory of Waves of Finite Longitudinal Disturbance
inferredcites →https://doi.org/10.1016/j.engstruct.2007.12.014openalex-snapshot
Performance of AASHTO girder bridges under blast loading
inferredcites →https://doi.org/10.1016/j.engstruct.2010.04.041openalex-snapshot
Nonlinear analysis of composite steel–concrete cable-stayed bridges
inferredcites →https://doi.org/10.1016/j.engstruct.2010.06.006openalex-snapshot
Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening
inferredcites →https://doi.org/10.1016/j.engstruct.2010.06.007openalex-snapshot
Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations
inferredcites →https://doi.org/10.1016/j.engstruct.2010.07.002openalex-snapshot
Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part II: Bending moment acting on the pylons and stress on the stays
inferredcites →https://doi.org/10.1016/j.engstruct.2010.07.003openalex-snapshot
Parametric study on the dynamic response of cable stayed bridges to the sudden failure of a stay, Part I: Bending moment acting on the deck
inferredcites →https://doi.org/10.1016/j.engstruct.2010.12.031openalex-snapshot
Performance of cable-stayed bridge pylons subjected to blast loading
inferredcites →https://doi.org/10.1016/j.engstruct.2015.07.009openalex-snapshot
Numerical investigation of cable breakage events on long-span cable-stayed bridges under stochastic traffic and wind
inferredcites →https://doi.org/10.1016/j.engstruct.2015.09.025openalex-snapshot
Blast loading influence on load carrying capacity of I-column
inferredcites →https://doi.org/10.1016/j.ijimpeng.2004.07.008openalex-snapshot
Shear and bending response of a rigid-plastic beam subjected to impulsive loading
inferredcites →https://doi.org/10.1016/j.tws.2009.06.004openalex-snapshot
Numerical modelling of square tubular steel beams subjected to transverse blast loads
inferredcites →https://doi.org/10.1061/(asce)0733-9399(1991)117:11(2571)openalex-snapshot
Importance of Cable Vibration in Dynamics of Cable‐Stayed Bridges
inferredcites →https://doi.org/10.1061/(asce)0733-9445(2005)131:8(1243)openalex-snapshot
Analysis and Design of Critical Bridges Subjected to Blast Loads
inferredcites →https://doi.org/10.1061/(asce)cf.1943-5509.0000289openalex-snapshot
Experimental Performance of Steel Beams under Blast Loading
inferredcites →https://doi.org/10.1098/rstl.1870.0015openalex-snapshot
XV. On the thermodynamic theory of waves of finite longitudinal disturbance
inferredcites →https://doi.org/10.1533/ijcr.2004.0282openalex-snapshot
Quasi-static and dynamic axial crushing of thin-walled circular stainless steel, mild steel and aluminium alloy tubes
inferredcites →https://doi.org/10.17226/22971openalex-snapshot
Blast-Resistant Highway Bridges: Design and Detailing Guidelines
inferredcites →https://doi.org/10.21236/ad0144762openalex-snapshot
STRAIN-HARDENING AND STRAIN-RATE EFFECTS IN THE IMPACT LOADING OF CANTILEVER BEAMS
inferredcites →https://doi.org/10.2495/susi140271openalex-snapshot
The strain-rate effects on the numerical simulation of steel beams under blast loads
inferredcites →https://doi.org/10.31142/ijtsrd23455openalex-snapshot
Structures to Resist the Effects of the Accidental Explosions
inferredcites →https://doi.org/10.7282/t3ms3t0popenalex-snapshot
Response of bridge structures subjected to blast loads and protection techniques to mitigate the effect of blast hazards on bridges
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
inferred← citeshttps://doi.org/10.2139/ssrn.4813150openalex-extracted
Dynamic Response and Stress Wave Attenuation Mechanism of Filter Concrete Structures Under Impact Loading
inferred← citeshttps://doi.org/10.1002/stc.2972openalex-snapshot
Stochastic finite element model updating through Bayesian approach with unscented transform
inferred← citeshttps://doi.org/10.1007/978-3-030-91877-4_21openalex-snapshot
Numerical Analysis of Cable-Stayed Bridges Under Blast Loading
inferred← citeshttps://doi.org/10.1007/978-981-96-4698-2_20openalex-snapshot
Dynamic Responses and Safety Assessment of Parallel Steel Wire Cables in Explosion After a Tanker Truck Fire
inferred← citeshttps://doi.org/10.1007/s00419-021-01991-5openalex-snapshot
Suspension bridges under blast loads: a preliminary linearized approach
inferred← citeshttps://doi.org/10.1007/s00419-022-02148-8openalex-snapshot
Bridges under explosive loads a preliminary linearized approach
inferred← citeshttps://doi.org/10.1007/s11668-019-00649-3openalex-snapshot
Progressive Collapse Analysis of Cable-Stayed Bridges
inferred← citeshttps://doi.org/10.1007/s11709-020-0639-yopenalex-snapshot
Nonlinear analysis of cable structures using the dynamic relaxation method
inferred← citeshttps://doi.org/10.1007/s13296-019-00263-xopenalex-snapshot
Investigation of the Progressive Collapse in a Suspension Bridge Under the Explosive Load
inferred← citeshttps://doi.org/10.1007/s13296-021-00544-4openalex-snapshot
Effect of the Traffic Load Distribution on the Progressive Collapse of a Cable-Stayed Bridge Under Blast Load
inferred← citeshttps://doi.org/10.1007/s40515-024-00451-1openalex-snapshot
Blast Resistance of Retrofitted Unreinforced Masonry Arch Bridge with Reinforced Concrete Pavement and Infill Replacement
inferred← citeshttps://doi.org/10.1007/s41062-025-02238-wopenalex-snapshot
Modal response simulation of a sea crossing cable-stayed Bridge implementing a finite element approach
inferred← citeshttps://doi.org/10.1007/s42452-021-04145-yopenalex-snapshot
Effect of blast loading and resulting progressive failure of a cable-stayed bridge
inferred← citeshttps://doi.org/10.1016/j.apm.2020.10.008openalex-snapshot
Mathematical modeling of linearly-elastic non-prestrained cables based on a local reference frame
inferred← citeshttps://doi.org/10.1016/j.csite.2025.105878openalex-snapshot
Fire-induced temperature response of main cables and suspenders in suspension bridges: 1:4-scaled experimental and numerical study
inferred← citeshttps://doi.org/10.1016/j.enganabound.2025.106201openalex-snapshot
Assessments and preventions of the damages and their modes in the second and third spans of the RC highway straight girder bridge under surface blast using the FEM-SPH coupling
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2022.106498openalex-snapshot
Effect of blast load on the structural integrity of steel arch bridge slab
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2022.106705openalex-snapshot
Damage modes and residual deflections of multi-beam hollow slab bridge under car explosions
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2023.107049openalex-snapshot
An investigation of the effects of the vehicle terror suicide attack in the urban area
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2024.108330openalex-snapshot
Failure mode and response of a typical RC straight and skew highway girder bridge under the blast, wrapped with and without a non-Explosive Reactive armour using FEM-SPH coupling
inferred← citeshttps://doi.org/10.1016/j.engfailanal.2025.110506openalex-snapshot
Multi-hazard failure analysis of highway bridges under earthquake and blast loading
inferred← citeshttps://doi.org/10.1016/j.engstruct.2017.01.032openalex-snapshot
Dynamic response and performance of cable-stayed bridges under blast load: Effects of pylon geometry
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.04.017openalex-snapshot
An analytical study on the bending moment acting on the girder of a long-span cable-supported bridge suffering from cable failure
inferred← citeshttps://doi.org/10.1016/j.engstruct.2018.08.105openalex-snapshot
Experimental and numerical investigations of a single-layer reticulated dome subjected to external blast loading
inferred← citeshttps://doi.org/10.1016/j.engstruct.2020.110739openalex-snapshot
Structural performance of a steel cable-stayed bridge under blast loading considering different stay patterns
inferred← citeshttps://doi.org/10.1016/j.engstruct.2021.111874openalex-snapshot
Risk assessment for bridge structures against blast hazard via a fuzzy-based framework
inferred← citeshttps://doi.org/10.1016/j.engstruct.2024.118074openalex-snapshot
Dynamical analysis of a stay cable with a nonlinear energy sink and time-delayed feedback control
inferred← citeshttps://doi.org/10.1016/j.ijimpeng.2023.104753openalex-snapshot
Concrete spalling behavior and damage evaluation of concrete members with different cross-sectional properties under contact explosion
inferred← citeshttps://doi.org/10.1016/j.jcsr.2021.107046openalex-snapshot
Influence of U-shaped stiffeners on the blast-resistance performance of steel plates
inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107350openalex-snapshot
Dynamic response and damage mechanism of parallel wire cables under contact explosion
inferred← citeshttps://doi.org/10.1016/j.jcsr.2022.107578openalex-snapshot
Experimental and numerical study of damage mechanism of steel box girders under external blast loads
inferred← citeshttps://doi.org/10.1016/j.jcsr.2023.107855openalex-snapshot
Damage modes and residual capacity of strand cables subjected to blast loads
inferred← citeshttps://doi.org/10.1016/j.jcsr.2025.110020openalex-snapshot
Dynamic response and load-bearing capacity analysis of steel bridge under extreme loads
inferred← citeshttps://doi.org/10.1016/j.psep.2021.02.031openalex-snapshot
Ground loading from BLEVE through small scale experiments: Experiments and results
inferred← citeshttps://doi.org/10.1016/j.soildyn.2018.07.034openalex-snapshot
Collapse process and impact effect of viaduct demolition based on centrifugal model
inferred← citeshttps://doi.org/10.1016/j.tws.2023.110598openalex-snapshot
Explosion responses of movable π -shaped box bridge: Experimental and numerical investigations
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0001186openalex-snapshot
Structural Robustness of Long-Span Cable-Supported Bridges in a Cable-Loss Scenario
inferred← citeshttps://doi.org/10.1061/(asce)be.1943-5592.0001861openalex-snapshot
Robustness Assessment Framework for Through Tied-Arch Bridge Considering Tie-Bar Failure
inferred← citeshttps://doi.org/10.1061/(asce)sc.1943-5576.0000699openalex-snapshot
Blast-Loading Effects on Structural Redundancy of Long-Span Suspension Bridge Using a Simplified Approach
inferred← citeshttps://doi.org/10.1061/9780784484180.008openalex-snapshot
Safety Assessment of Cables of Suspension Bridge under Blast Load
inferred← citeshttps://doi.org/10.1061/jbenf2.beeng-6010openalex-snapshot
Experimental and Numerical Studies on Dynamic Response of Parallel Wire Cables Subjected to Close-In Explosions
inferred← citeshttps://doi.org/10.1061/ppscfx.sceng-1523openalex-snapshot
A Simplified Approach for Dynamic Analysis of Suspension Bridges under Extreme Limit State
inferred← citeshttps://doi.org/10.1080/10168664.2018.1462673openalex-snapshot
Damage Prediction for an AP1000 Nuclear Island Subjected to a Contact Explosion
inferred← citeshttps://doi.org/10.1080/15732479.2024.2438732openalex-snapshot
A numerical investigation into the behaviour of cable-stayed bridges under deck explosions
inferred← citeshttps://doi.org/10.1080/15732479.2025.2473054openalex-snapshot
Evaluating the dynamic response and damage resistance of a cable-stayed prestressed concrete bridge under above-deck blast
inferred← citeshttps://doi.org/10.1155/2018/6850281openalex-snapshot
A Stepwise Risk Assessment for Explosion Events considering Probability Distribution of Explosion Load Parameters
inferred← citeshttps://doi.org/10.1177/1369433219876205openalex-snapshot
Stress monitoring and impact bearing capacity of circular concrete-filled steel tubular short columns under axial impact loads
inferred← citeshttps://doi.org/10.1177/13694332251344646openalex-snapshot
Dynamic response and damage assessment of steel box girder bridge under far-field blast loading
inferred← citeshttps://doi.org/10.1177/20414196251326186openalex-snapshot
Damage impacts and failure modes on a second and third span of an RC skew highway girder bridge under surface explosion using FEM-SPH coupling and non-Explosive Reactive Armour
inferred← citeshttps://doi.org/10.1680/jtran.24.00004openalex-snapshot
Damage analysis of prestressed small box-girder bridge under explosive vehicle load
inferred← citeshttps://doi.org/10.17577/ijertv9is070312openalex-snapshot
Blast Load Analysis on Bridge Subjected to Various Standoff Distance
inferred← citeshttps://doi.org/10.2139/ssrn.7065305openalex-snapshot
Buffeting-Stay-Cable Rupture Coupled Dynamic Response of a Full-Floating Hybrid-Girder Cable-Stayed Bridge with Single-Column Twin Towers
inferred← citeshttps://doi.org/10.2139/ssrn.7307703openalex-snapshot
Blast-Induced damage evolution and resilience assessment of CRTS III slab ballastless track systems considering rapid repair strategies
inferred← citeshttps://doi.org/10.21608/jesaun.2024.275263.1318openalex-snapshot
Response of Single Plane Reinforced Concrete Cable-Stayed Bridge with Prestressed Deck under Blast Load
inferred← citeshttps://doi.org/10.22214/ijraset.2019.10121openalex-snapshot
Progressive Collapse of Cable Stayed Bridge under Blast Loading
inferred← citeshttps://doi.org/10.2749/nantes.2018.s5-55openalex-snapshot
Fragility Analysis of Girder Bridges Subjected to Multi-hazards
inferred← citeshttps://doi.org/10.3390/app10238511openalex-snapshot
Numerical Analysis-Based Blast Resistance Performance Assessment of Cable-Stayed Bridge Components Subjected to Blast Loads
inferred← citeshttps://doi.org/10.3390/app14209280openalex-snapshot
Test and Numerical Study on Blast Resistance of Main Girders Coated with Polyurea in Self-Anchored Suspension Bridges
inferred← citeshttps://doi.org/10.3390/buildings13112733openalex-snapshot
Dynamic Response of a Box Multistage Stiffened Beam under the Coupling of Vehicle Load and Air Blast Load
inferred← citeshttps://doi.org/10.3390/infrastructures10100256openalex-snapshot
Dynamic Response and Design Optimization of Box Girder Bridge with Corrugated Steel Webs Subjected to Blast Loads
inferred← citeshttps://doi.org/10.3390/ma15144863openalex-snapshot
Analytical Model for Early Design Stage of Cable-Stayed Suspension Bridges Based on Hellinger–Reissner Variational Method
Editorial review for independent work. ICSAC — the Institute for Complexity
Science and Advanced Computing — runs a structured editorial panel for researchers
publishing outside journals, and publishes on CiteStamp rails. Submission is free
and goes through ORCID: icsacinstitute.org/submit.