Engineering Structures

Papers
(The TQCC of Engineering Structures is 13. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-04-01 to 2025-04-01.)
ArticleCitations
Numerical modelling of reinforced concrete frames with masonry infills and rubber joints256
Long-term creep behavior of timber columns: Experimental and numerical protocols221
Reliability of ultrasonic tomography in detecting grouting defects in post-tensioned structures by PoD curves219
A multi-strut model for the hysteresis behavior and strength assessment of masonry-infilled steel frames with openings under in-plane lateral loading195
Band gap characteristics of bionic acoustic metamaterials based on spider web148
Critical analysis of seismic codes’ provisions on second order effects144
Mesoscale modelling on shear behavior of RC beams at low temperature: Influences of structural size and shear span-to-depth ratio139
Punching shear tests in flat slabs supported on re-entrant corner columns127
Drive-by bridge mode shape identification using novel reference-based component scaling method126
Mechanics-based machine learning for failure classification of load-bearing walls125
Shaking table test of prefabricated equipment cabins with a resilient steel frame at the bottom122
Axial capacity of cold-formed steel channel sections with slits118
Experimental study on shear mechanism of a new TU-type connector at HSS-UHPC interface118
Experimental and numerical study on cyclic behavior of precast segmental railway bridge columns with lap-spliced rebar connections using UHPC wet joints116
Collapse fragility analysis of historical masonry buildings considering in-plane and out-of-plane response of masonry walls.115
Retraction Notice to “Shear and flexural performance of low, normal and high-strength concrete beams reinforced with longitudinal SMA, GFRP and steel rebars” [Eng. Struct. 221 (2020) 111086]115
Editorial Board114
Modal dynamic and response spectrum analyses of rectangular flexible water containing structures through modified ground motion accelerations114
Development of strength reduction factors for performance-based seismic design of bridges in far-fault seismic regions108
Seismic-tsunami risk assessment for isolated coastal bridges using nested Copula method105
Using the load distribution between girders to monitor the condition of bridges105
Nonlinear fatigue analysis model of prefabricated concrete composite beams with wet connection considering interface debonding under cyclic loading104
Comprehensive studies on optimization and control effectiveness of tuned viscous mass dampers (TVMDs) in long-span bridges with floating systems104
Experimental investigation of ballistic evaluation of reinforced concrete slabs with and without shear reinforcement against hard projectile impact103
A SMA-based non-concurrent honeycomb structure for reusable energy absorption102
Investigation on the post-fire local bearing performance of CFST chords in hybrid bridges99
Missing data imputation for structural health monitoring using unsupervised domain adaptation and pretraining techniques96
Application of artificial neural network to predict buckling load of thin cylindrical shells under axial compression95
A decoupled SPH-FEM analysis of hydrodynamic wave pressure on hyperbolic-paraboloid thin-shell coastal armor and corresponding structural response94
A new approach to estimate the lead core characteristic strength of lead rubber bearings94
Interlayer area damage modeling and damage-based seismic fragility analysis of high-speed railway bridge and track system93
Experimental calibration of a one degree of freedom biodynamic model to simulate human walking-structure interaction89
Characterisation of mortarless refractory masonry joints under elevated temperatures89
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation89
Detection of rupture inside rubber bearings using active sensing method88
Finite element model of beam-end specimen with different qualities of reinforcing bar encapsulation87
Flexural behavior of steel–concrete ultra-shallow floor beams (USFBs) with precast hollow-core slabs87
Distributed fibre optic sensors in FRP composite bridge monitoring: Validation through proof load tests86
Flexural behavior of pre-damaged and repaired reinforced concrete beams with carbon fiber reinforced polymer grid and engineered cementitious composite85
Behavior and general design method of concrete-filled high-strength steel tube (CFHST) columns85
Experimental assessment of the monotonic and cyclic behaviour of exterior RC beam-column joints built with plain bars and non-seismically designed84
Examination of artificial neural networks to predict wind-induced displacements of cable net roofs84
Eccentric compressive behavior and design of high-strength CFST columns with embedded GFRP tubes83
Analytical calculation method of circular-section rocking steel piers under horizontal cyclic load82
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions81
Predicting the web crippling capacity of cold-formed steel lipped channels using hybrid machine learning techniques80
A novel joint for driven concrete geothermal energy pile foundations79
Computational weld-mechanics assessment of welding distortions in a large beam structure79
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads79
Experimental and numerical study on seismic performance of steel reinforced concrete spatial frame with irregular section columns79
Experimental and numerical investigation on precast CECFST column-to-column connections subjected to axial and eccentric compression78
Experimental study of bond-slip relationships in high-performance self-consolidating concrete with plain steel bars78
Lateral performance of mortise-tenon jointed frames in multi-story traditional heavy timber structures: Mechanism and quantification76
Eccentric compression behaviour of concrete columns reinforced with steel-FRP composite bars76
Axial compression behaviour of round-ended recycled aggregate concrete-filled steel tube stub columns (RE-RACFST): Experiment, numerical modeling and design76
Stochastic discontinuum analysis of unreinforced masonry walls: Lateral capacity and performance assessments75
Experimental study on bonded and unbonded prestressed precast concrete beam column substructures under penultimate column removal75
Experimental study of sliding friction damper with composite materials for earthquake resistant structures75
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization74
Understanding and exploiting the nonlinear behavior of tuned liquid dampers (TLDs) for structural vibration control by means of a nonlinear reduced-order model (ROM)73
Testing and analysis of screw-connected moment joints consisting of glued-laminated timbers and birch plywood plates73
Numerical and analytical study of stainless steel beam-to-column extended end-plate connections73
Empirical seismic fragility assessment and optimal risk mitigation of building contents71
A novel packing-coupled stress-strain model for confined concrete71
Experimental study on monotonic and cyclic behaviour of deconstructable beam-to-column composite joints70
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns69
Shaking table tests and numerical modeling of discontinuous suspended ceiling system with free boundary condition69
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure68
Experimental investigation of inclined RC pile groups under horizontal static and impact loads68
Seismic behaviour of precast sandwich wall panels of steel fibre reinforced concrete layers and fibre reinforced polymer connectors67
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading67
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads67
Experimental study on the interfacial bond strength and energy dissipation capacity of steel and steel fibre reinforced concrete (SSFRC) structures67
Macro-modeling approach incorporating fiber plastic hinge for reinforced concrete frames with masonry infill67
Development of a novel buckling-restrained damper with additional friction energy dissipation: Component tests and structural verification66
Novel long-span cable-stayed deck arch bridge: Concept and structural characteristics66
Flexural strength of innovative thin-walled composite cold-formed steel/PE-ECC beams66
Experimental and analytical investigations on hysteretic behavior of assembled mild steel rod energy dissipaters66
Innovative self-centering tension-only braces for enhanced seismic resilience in frame structures: An experimental and numerical analysis66
Tensile behaviour of headed anchored hollo-bolts in concrete filled hollow steel tube connections65
Coupling machine learning and stochastic finite element to evaluate heterogeneous concrete infrastructure65
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net65
Strengthening of RC beams in shear with novel near-surface mounted (NSM) U-shaped fiber-reinforced polymer (FRP) composites65
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea64
Seismic behavior of steel plate concrete composite shear walls with PEC columns and WRGs64
Protective effects of gabion wall against blast waves from large TNT-equivalent explosions64
Eccentric punching tests on column bases – New insights into the inner concrete strain development63
Deterioration pattern of the axial compressive properties of steel-reinforced concrete columns owing to chloride salt erosion63
An open-source GA framework for optimizing the seismic upgrading design of RC frames through BRBs62
A computationally efficient framework for the simulation of the nonlinear seismic performance of infilled RC frame buildings62
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment62
Influence of inertia and aspect ratio on the torsional galloping of single-axis solar trackers62
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures62
Fragility analysis of high arch dam against far-field underwater blast62
Transverse impact response of hybrid biaxial/uniaxial braided composite tubes62
Eccentric compression behavior of seawater and sea sand concrete columns reinforced with GFRP and stainless steel bars62
Dynamic response prediction of high-speed train on cable-stayed bridge based on genetic algorithm and fused neural networks61
A new damage factor for seismic assessment of deficient bare and FRP-retrofitted RC structures61
In-plane free vibration of a two-cable network with multiple flexible cross-ties considering the effects of dynamic axial forces of the cables60
Dynamic control of pre-stressed cable systems by using frictional sliding cables60
Experimental characterisation of the moment-rotation behaviour of beam-beam connections using compressed wood connectors59
Experimental and analytical study on the behaviour of circular concrete filled steel tubes in cyclic bending59
Enhancing seismic assessment and risk management of buildings: A neural network-based rapid visual screening method development58
A Trilinear Hysteretic Model and Design Procedure for Unbonded Fiber‐Reinforced Elastomeric Isolators58
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization58
Experimental investigation on the dowel-bearing properties of neosinocalamus affinis-based bamboo scrimber58
Development and experimental study of a replaceable double stage coupling beam damper57
Data-driven shear strength prediction of RC beams strengthened with FRCM jackets using machine learning approach57
Investigation on metadamping and energy dissipation in thin-walled mono-symmetric metabeam57
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading56
Experimental investigation of progressive collapse resistance of bonded local prestressed concrete frame substructures56
Seismic fragility estimation through real-time hybrid simulation and surrogate-based multi-fidelity Monte Carlo predictor56
Editorial Board56
Effects of turbulence intensity and integral length scale on wind-induced vibrations of a three-dimensional aeroelastic square cylinder55
The effect of wire rupture on flexural behavior of 45-year-old post-tensioned concrete bridge girders55
Effect of a novel joint connection of UHPC wet joint and tapered sleeve locking-type couplers on the lateral cyclic response of precast segmental railway bridge columns55
Free vibration of functionally graded graphene platelets reinforced porous composite plate with a diamond-shaped hole and two cracks55
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)55
Seismic performance study of plastic hinge region using PVA-ECC composite bridge piers55
Topological data analysis-based damage indices for plastered stone masonry walls under cyclic loading55
Finite element formulation for distortional lateral buckling of I-beams55
Light timber framed wall under fire: Effect of the load and cladding54
Generalized method for identifying yield-line patterns in T-stubs using discontinuity layout optimization54
Machine learning accelerated transient analysis of stochastic nonlinear structures54
Shear-bond behavior of nanocellulose-modified SHCC composite slabs: Translating material-level capacity into improved structural performance54
Structural behavior of RC beams strengthened with prestressed near surface mounted technique using basalt FRP bars54
Experimental evaluation of strategies for wind turbine farm-wide fatigue damage estimation54
Experimental investigation of doubly-symmetric built-up I–girders subjected to high moment gradient54
Structural performance of composite connections with a uniaxial symmetric steel-beam section53
Using finite element analysis to predict the damage in FGM-3D notched plate under tensile load; Different geometric concept53
Cyclic behavior of bridge columns with partially unbonded seven-wire steel strands to increase post-yield stiffness53
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear53
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings53
Brittle failure of laterally loaded self-tapping screw connections for cross-laminated timber structures53
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams53
Development of a novel haunched link for eccentrically braced frames53
Seismic performance research on precast wall-beam out-of-plane joint with ECC post-cast zone52
Cyclic behavior of steel-precast concrete hybrid frames with high stiffness steel connections52
A model for stud groups subjected to shear and moment52
Design of cold-formed high strength steel irregular octagonal hollow section columns52
Probabilistic ductile deformation limit state prediction of monolithic exterior shear keys based on quantile regression machine learning techniques51
Modelling of laminated glass PVB walls of buildings exposed to vehicle impact with different speeds51
A framework for evaluating steel loss from the evolution of corrosion-induced deflections in reinforced concrete beams with non-uniform reinforcement corrosion51
Dynamic analysis of the effects of vehicle movement over bridges observed with CCTV images51
Discussion of the paper “M. Askari-sedeh and M. Baghani, On the extension-torsion of short hyperelastic tubes of axially functionally-graded materials”, Engineering Structures, 301 (2024) 11734451
Editorial Board51
Buffeting characteristics of cable-stayed box beam bridge based on pressure measurement test of full bridge aeroelastic model51
An improved weak-form quadrature element (IWQE) method for static and dynamic analysis of non-homogeneous plane trusses51
Cyclic behaviors of SHS columns subjected to small amplitude loading50
Seismic performance of glulam frame with friction damper and column shoe: Experimental investigation and simplified numerical model50
Collapse of the spatial double-layer cylinder shell by experimental study50
Experimental investigation of a substructure in a frame with castellated steel beams in case of a column loss50
Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members50
Editorial Board50
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections50
Editorial Board50
Editorial Board50
Assessment of the rotational stiffness of single-riveted joints in a steel lattice girder by modal analysis50
3D multiscale analysis method for explosion problems based on the substructure of the explosion source50
Tensile strength of circular hollow sections with squashed ends50
A systematic approach to pixel-level crack detection and localization with a feature fusion attention network and 3D reconstruction50
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries49
Load-carrying mechanisms of 3D post-tensioned precast concrete sub-structure under internal column removal scenario49
Strain driven mode-switching analytical framework for estimating flexural strength of RC box girders strengthened by prestressed CFRP plates with experimental validation49
A stiffness reduction method for the in-plane design of stainless steel members and frames according with EN 1993-1-449
Network arch timber bridges with light timber decks and spoked configuration of hangers – Parametric study49
Reinforced concrete structural elements cast into wood-chip cement formworks subjected to compression and out-of-plane bending49
Editorial Board49
On the design of the gate seals of the new Panama canal locks49
Editorial Board48
Flexural performance of a fully-prefabricated concrete slab with double-grouted sleeve connectors: An experimental and theoretical study48
Editorial Board48
Experimental study and structural analysis of tapered steel beams with cellular openings48
Editorial Board48
Editorial Board48
A new robust equation for shear strength of GFRP-RC deep beams using hybrid experimental and synthetic data based-FE quasi-static analysis procedure48
Effect of member grouping and pool size of discrete cross-sections on the optimal design of a large-scale 3D steel frame48
Auxetic honeycomb core layer effect on vibrations of annular plates based on shear deformation theory47
Reliability of super-slope rack railway under bridge pier settlement47
Efficiency of FRPU strengthening of a damaged masonry infill wall under in-plane cyclic shear loading and elevated temperatures47
Effect of concrete mixture on shear behavior of prestressed concrete girders47
Probabilistic error assessment and correction of design code-based shear strength prediction models for reliability analysis of prestressed concrete girders47
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures47
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties47
Experimental investigation and optimization for after-impact residual strength of a novel gradient corrugated structure47
Editorial Board47
Constitutive modeling of high strength steels; application to the analytically strengthening of thick-walled tubes using the rotational autofrettage47
A novel combined experimental-machine learning approach to estimate the probabilistic capacity of RC beams with spatially correlated rebar corrosion in transverse and longitudinal directions47
Compression strength of reinforced steel angles46
Efficient XFEM approach for the analysis of thin-walled beams46
Enhancement of seismic behaviour of precast beam-to-column joints using engineered cementitious composite46
Experimental and numerical investigation of the track structure elasticity induced by resilient fastener on vehicle-track interaction and train running stability46
Cancellation of resonance for elastically supported beams subjected to successive moving loads: Optimal design condition for bridges46
Blast performance of point-supported laminated glass panes with non-rigid supports46
Concrete cone failure of single cast-in anchors under tensile loading – A literature review46
Experimental investigation on adhesively bonded timber-self-compacting concrete composite beams with a thin slab46
Experimental and numerical investigation of assembled multi-grid corrugated steel plate shear walls46
Bond properties of GFRP rebars in UHPC under different types of test46
Sensitivity analysis of the numerical simulations of partially grouted reinforced masonry shear walls46
Prediction of buckling capacity of liquid-filled steel conical tanks considering field-measured imperfections46
Multi-level performance-based seismic design optimisation of RC frames46
Lateral load response of L-shaped steel–concrete composite shear walls using multi-partition steel tube46
Finite element modelling of reinforced masonry walls under axial compression45
Erratum to “Practical expressions for the design of DGUs. The BAM approach” (Engineering Structures 221 (2020) – 110993)45
Seismic performance of indoor substation RC frames with combined base isolation techniques45
Load transfer mechanism of precast concrete piers with demountable connections45
Topological design of the octahedron tensegrity family45
Experimental investigation of the shear response of large-scale fibre-reinforced concrete panels45
FRP interlocking multi-spiral reinforced square concrete columns: A promising compression application for marine engineering45
Calibration of concrete damaged plasticity materials parameters for tuff masonry types of the Campania area45
Transition analysis of flat-foldable origami-inspired deployable shelter concepts45
A simple extrapolated predictor for overcoming the starting and tracking issues in the arc-length method for nonlinear structural mechanics45
Estimating bridge criticality due to extreme traffic loads in highway networks45
Buffeting response of a suspension bridge based on the 2D rational function approximation model for self-excited forces45
Behaviour of prefabricated steel-concrete composite slabs with a novel interlocking system–Numerical analysis44
Numerical Study on Retrofitting of Hot Rolled Steel Beams with Cold-formed Steel Encased Channels-Design Concept using Machine Learning Method44
A comprehensive and reliable investigation of axial capacity of Sy-CFST columns using machine learning-based models44
Axial compressive behavior of a novel assembled joint connecting FCSRC columns and RC beams with pre-damage44
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering44
Flexural behavior of hybrid FRP-concrete-steel double-skin tubular beams with PBL shear connectors44
Bi-directional wind-induced vibration control of high-rise buildings using bi-directional rail variable friction pendulum-tuned mass damper44
Seismic experimental analysis of a full-scale steel building with passive fire protections44
Structural performance of reinforced concrete beams with 3D printed cement-based sensor embedded and self-sensing cementitious composites44
Machine learning driven post-impact damage state prediction for performance-based crashworthiness design of bridge piers44
Bond behavior between steel-FRP composite bars and engineered cementitious composites in pullout conditions44
Bond-slip model of headed bar and its application to component-based model for precast concrete joints under accidental loads44
Conventional vs. reinforced resin injected connectors’ behaviour in static, fatigue and creep experiments on slip-resistant steel-FRP joints43
Performance of composite stone beams with prestressed NSM longitudinal CFRP reinforcement subjected to bending43
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads43
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse43
Active vibration control for flexible towers based on displacement observation and reduced-order controller in modal space: Theory and experiment43
Seismic design of hybrid braced frames with self-centering braces and fluid viscous damping braces43
Restoration models for quantifying flood resilience of bridges43
Durability assessment of hybrid double-skin tubular columns (DSTCs) under simulated marine environments42
Scale modeling of thermo-structural fire tests of wood members42
Flexural strengthening of reinforced concrete beams using hybrid fibre reinforced engineered cementitious composite42
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system42
Structural safety evaluation using Bayesian ensemble neural networks42
A unified approach for the prediction of the effective properties of laminated composite cellular core41
A model for the initial stiffness of the face plate component41
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors41
A surrogate deterioration model of debris retention systems towards cost-effective maintenance strategies and increased protection efficacy41
Analysis-oriented model for FRP tube-confined concrete: 3D interpretation of biaxial tube behaviour41
Combined upper–lower bound analysis for shear strength of transversely reinforced concrete beams under axial tension41
Seismic performance of confined masonry walls with joint reinforcement and aspect ratio: An experimental study41
Overall response of 2-ply laminated glass plates under out-of-plane loading41
Steel rigid beam-to-column connections strengthened by buckling-restrained knee braces using round steel core bar dampers41
On the free vibration problem of thin shallow and non-shallow shells using tensor formulation41
Time-domain numerical analysis of single pedestrian random walks on laminated glass slabs in pre- or post-breakage regime41
Design method and seismic vulnerability of bridges using UHPC-NSC composite pier41
0.079903125762939