Engineering Structures

Papers
(The TQCC of Engineering Structures is 12. 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 2021-02-01 to 2025-02-01.)
ArticleCitations
Structural analysis of steel structures with non-symmetric members221
Numerical modelling of reinforced concrete frames with masonry infills and rubber joints202
Performance of FRP strengthened full-scale simply-supported circular hollow steel members under monotonic and large-displacement cyclic loading199
Long-term creep behavior of timber columns: Experimental and numerical protocols167
Experimental and numerical study on seismic performance of steel reinforced concrete spatial frame with irregular section columns129
Reliability of ultrasonic tomography in detecting grouting defects in post-tensioned structures by PoD curves127
Drift-based fragility assessment of nonductile reinforced concrete columns failing in shear under cyclic loading125
Shear behavior of concrete panels reinforced with GFRP bars under cyclic diagonal tension tests116
Dynamic responses of multi-story structural systems with separated gravity and lateral resisting systems under seismic action considering connection semi-rigidity effects115
A deep learning-aided analytical model for the whole process analysis of RC slabs under compressive arching action113
A multi-strut model for the hysteresis behavior and strength assessment of masonry-infilled steel frames with openings under in-plane lateral loading107
Experimental study and numerical model of a new passive adaptive isolation bearing107
Self-sensing joints for in-situ structural health monitoring of composite pipes: A piezoresistive behavior-based method105
Dynamic characterization and FE model updating via metaheuristic algorithm of two confined masonry buildings104
Hybrid self-centering braces with NiTi-SMA U-shaped and frequency-dependent viscoelastic dampers for structural and nonstructural damage control104
The flexural behavior and efficiency of RC beams strengthened with SNSM bars under the effect of several end conditions and material properties102
Time-dependent soil–structure interaction analysis using a macro-element foundation model98
Band gap characteristics of bionic acoustic metamaterials based on spider web96
Critical analysis of seismic codes’ provisions on second order effects95
Mesoscale modelling on shear behavior of RC beams at low temperature: Influences of structural size and shear span-to-depth ratio94
Bowstring-type inerter negative stiffness damper for vibration control of slender towers94
Examination of load-deformation characteristics of long-span bridges in harsh natural environments based on real-time updating artificial neural network93
Resource-constrained bridge maintenance optimization by harmonizing structural safety and maintenance duration93
Novel long-span cable-stayed deck arch bridge: Concept and structural characteristics92
Simulating progressive failure in laminated glass beams with a layer-wise randomized phase-field solver87
Punching shear tests in flat slabs supported on re-entrant corner columns86
Drive-by bridge mode shape identification using novel reference-based component scaling method84
Optimal design of transverse dampers incorporating inherent stiffness effects for stay cable vibration control: A case study with wire rope dampers83
Seismic behavior of drift-hardening precast concrete walls reinforced with SBPDN rebars82
Flexural behaviour of functionally graded reinforced concrete slabs with vertical or horizontal layers81
Experimental and numerical study on the flexural performance of composite beams with channel-section steel girder under fire exposure81
Flexural behavior of hollow HPC beams with cross-wound CFRP shear reinforcement81
Long-term deformation and prestress loss of PRC beam under vari-humidity environment: Preliminary experiments and multi-scale simulations79
Mechanics-based machine learning for failure classification of load-bearing walls78
A novel deep learning-based method for generating floor response spectra of building structures78
Calculating shear lag in steel-concrete composite beams under combined compression and bending77
Enhancing compressive behaviour of seawater sea sand concrete filled hybrid carbon-glass FRP tubes exposed to seawater: Effect of thickness76
Shaking table test of prefabricated equipment cabins with a resilient steel frame at the bottom75
Experimental and numerical study of steel fibre reinforced geopolymer concrete slab under impact loading74
Axial capacity of cold-formed steel channel sections with slits72
Experimental study on shear mechanism of a new TU-type connector at HSS-UHPC interface72
Damping enhancement of nodal modes for stay cables using a single-sided pounding tuned mass damper (SS-PTMD)71
Simplified method to detect resonance effects in railway bridges. Viaduct over Aragón River and Almonte bridge application71
Physical modelling of unreinforced masonry walls using a sand-based 3D printer71
A study on low-frequency vibration mitigation by using the metamaterial-tailored composite concrete-filled steel tube column71
Constitutive models of ultra-high performance concrete (UHPC) under true tri-axial compression and an analysis-oriented model for FRP-confined UHPC71
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams71
Analytic solution of pull-out failure on bond-slip relationship between deformed rebar and ultra-high-performance concrete69
Lateral-torsional buckling resistance of non-prismatic and prismatic mono-symmetric I-section steel beams based on stress utilization69
Design of cold metal transfer flare v-groove welds on cold-formed steel hat sections69
Fire resistance of square concrete columns reinforced with GFRP bars, experimental and numerical investigation69
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios69
Seismic column-to-footing connections reinforced with steel/GFRP bars and GFRP spirals68
In-plane and out-of-plane one-way vertical bending behavior interaction analysis of unreinforced masonry walls with newly developed load capacity interaction curve67
Matrix-based predictive model of residual drift and analytical resilience design approach for self-centering columns67
Experimental longitudinal shear testing of novel and traditional shear connectors in double-wythe cavity masonry walls67
Experimental and numerical study on cyclic behavior of precast segmental railway bridge columns with lap-spliced rebar connections using UHPC wet joints66
Experimental study on flexural behaviour of DEF–ASR-affected prestressed concrete beams65
Damage assessment of fixed U-shaped stiffeners stiffened square plates subjected to close-in explosions65
Experimental and numerical study on a novel staggered truss with chord-connected steel plates64
Failure behavior and probabilistic safety assessment of containment structure under internal pressure considering time-varying prestress loss64
Innovative self-centering tension-only braces for enhanced seismic resilience in frame structures: An experimental and numerical analysis64
Fire resistance of square double-skin concrete-filled steel tubular columns and concrete-filled double steel tubular columns63
Enhancing FRP-concrete interface bearing capacity prediction with explainable machine learning: A feature engineering approach and SHAP analysis63
Seismic performance of a novel concrete-filled steel tube column to continuous reinforced concrete beam joint with multiple openings in the core region63
Collapse fragility analysis of historical masonry buildings considering in-plane and out-of-plane response of masonry walls.62
Practice-oriented numerical model for seismic response of cold-formed steel-framed mid-rise buildings62
Seismic behavior and resilience assessment of prefabricated beam–column joint with replaceable graded-yielding energy-dissipating connectors62
Experimental study of bond-slip relationships in high-performance self-consolidating concrete with plain steel bars61
Modal dynamic and response spectrum analyses of rectangular flexible water containing structures through modified ground motion accelerations60
Experimental and numerical investigation of the track structure elasticity induced by resilient fastener on vehicle-track interaction and train running stability60
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory60
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]60
Fatigue and monotonically-loaded reinforced concrete specimens subjected to partial area loading60
Editorial Board60
An innovative sliding-controllable laminated rubber bearing for enhancing seismic performance of highway bridges60
Development of strength reduction factors for performance-based seismic design of bridges in far-fault seismic regions60
A simplified model for rocking panels with friction connections59
Unified theory for identifying vertical and radial damping ratios of curved bridges by two connected scanning vehicles59
Investigation on the fatigue crack propagation of rock-concrete interface under fatigue loading below the initial cracking load58
Experimental investigation of long-span cold-rolled aluminium built-up section portal frames: Braced columns and ultimate strength enhancement58
Enhancing the energy absorption capability of auxetic metamaterials through auxetic cells within re-entrant circular units58
Development of more accurate cyclic hysteretic models to represent RBS connections57
An investigation of a self-powered low-frequency nonlinear vibration isolation system57
Development and experimental validation of a novel double-stage yield steel slit damper-buckling restrained brace57
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge57
Using the load distribution between girders to monitor the condition of bridges57
Application of artificial neural network to predict buckling load of thin cylindrical shells under axial compression56
A decoupled SPH-FEM analysis of hydrodynamic wave pressure on hyperbolic-paraboloid thin-shell coastal armor and corresponding structural response56
A consistent safety format and design approach for brittle systems and application to textile reinforced concrete structures56
Parametric study on composite beam with various connections under mid-span impact scenarios56
Seismic performance of precast concrete columns with prefabricated UHPC jackets in plastic hinge zone55
A new approach to estimate the lead core characteristic strength of lead rubber bearings55
Rational use of HPFRC in slab – column connections under reversed horizontal cyclic loading54
Assessment of DeepONet for time dependent reliability analysis of dynamical systems subjected to stochastic loading54
Analytical approach and design method for evaluation of compressive arch action of precast concrete beams53
Limit analysis of locally reinforced masonry arches53
Behaviour of reinforced mortarless interlocking brick wall under cyclic loading53
Interlayer area damage modeling and damage-based seismic fragility analysis of high-speed railway bridge and track system53
Benchmark of calibrated 2D and 3D track models for simulation of differential settlement in a transition zone using field measurement data52
Characterisation of mortarless refractory masonry joints under elevated temperatures52
Establishment and evaluation of conditional GAN-based image dataset for semantic segmentation of structural cracks51
Human-machine collaboration framework for structural health monitoring and resiliency51
Axial compression behavior of slender concrete-filled steel tubes with machining defects representing local corrosion50
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea50
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization50
Fatigue life evaluation of bridge stay cables subject to monitoring traffic and considering road roughness49
The effect of concentrated loads on open-well masonry spiral stairs49
Methods for evaluating the ultimate capacity of existing RC half-joints49
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating48
Experimental calibration of a one degree of freedom biodynamic model to simulate human walking-structure interaction48
Experimental analysis of a modified two-step corbel for precast concrete system48
A computer vision-based method for bridge model updating using displacement influence lines48
Experimental seismic behavior of ultra-high performance concrete columns with high strength steel reinforcement48
Web crippling design of cold-formed steel built-up I-sections48
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures48
A friction-based passive control technique to mitigate wind induced structural demand to wind turbines48
System-based reliability analysis of stainless steel frames under gravity loads47
Detection of rupture inside rubber bearings using active sensing method47
Finite element model of beam-end specimen with different qualities of reinforcing bar encapsulation47
Equivalent linearization method for seismic analysis and design of self-centering structures47
Evaluation of a large-tonnage FRP cable anchor system: Anchorage design and full-scale experiment47
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation47
A refinement network embedded with attention mechanism for computer vision based post-earthquake inspections of railway viaduct46
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames46
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach46
A new damage factor for seismic assessment of deficient bare and FRP-retrofitted RC structures46
Resilience-Based seismic design of buildings through multiobjective optimization46
A comprehensive review of self-powered sensors in civil infrastructure: State-of-the-art and future research trends46
Probabilistic Force Estimation and Event Localization (PFEEL) algorithm46
Cyclic loading test of lightly reinforced concrete wall piers with slit dampers in RC frames46
Flexural strengthening of reinforced concrete beams using hybrid fibre reinforced engineered cementitious composite46
Finite element formulation for distortional lateral buckling of I-beams46
Effect of interfacial treatments on wet joints performance in steel-UHTCC composite bridge decks45
Fluid-structure interaction analysis of wind turbine aerodynamic loads and aeroelastic responses considering blade and tower flexibility45
Investigating seismic performance of SMRF buildings under subshear and supershear rupture conditions: Assessment of storey-level internal damage45
In-plane free vibration of a two-cable network with multiple flexible cross-ties considering the effects of dynamic axial forces of the cables45
Long-term behaviour of stud connections in composite structures45
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression45
Flexural vibration suppression behavior of sleeved phononic crystal pipes in thermal environment45
Physical data-driven modeling of deformation mechanism constraints on earth-rock dams based on deep feature knowledge distillation and finite element method45
Fatigue analysis of a UHPFRC-OSD composite structure considering crack bridging and interfacial bond stiffness degradations45
Dynamic control of pre-stressed cable systems by using frictional sliding cables45
Experimental characterisation of the moment-rotation behaviour of beam-beam connections using compressed wood connectors45
A simple extrapolated predictor for overcoming the starting and tracking issues in the arc-length method for nonlinear structural mechanics45
Shear performance and failure mechanism of socket CFST column-beam connection with UHPC grouting45
Structural behavior of RC beams strengthened with prestressed near surface mounted technique using basalt FRP bars45
Self-centering concrete-filled steel tubular column-steel beam joint: Experiment and numerical modeling45
Study of the shear bond behavior of a hybrid fiber-reinforced concrete (HyFRC) composite slab45
Generalized method for identifying yield-line patterns in T-stubs using discontinuity layout optimization45
Investigating the effect of the structural interactions due to floors and lintels on the lateral response of multi-storey Cross-Laminated Timber shear walls44
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression44
Development of a novel haunched link for eccentrically braced frames44
The influence of mechanical uncertainties on the free vibration of functionally graded graphene-reinforced porous nanocomposite shells of revolution44
Fatigue assessment of cruciform joints: Comparison between Strain Energy Density predictions and current standards and recommendations44
Strand element analysis method for interaction between cable and saddle in suspension bridges44
Simulation of impact force generated by an ISO tapping machine on a wooden slab using explicit dynamics analysis44
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams44
Lateral load response of L-shaped steel–concrete composite shear walls using multi-partition steel tube44
Modelling the load-deformation behaviour of lap splices with the Tension Chord Model43
Using finite element analysis to predict the damage in FGM-3D notched plate under tensile load; Different geometric concept43
Study on damage identification of High-Speed railway truss bridge based on statistical steady-state strain characteristic function43
Protective effects of gabion wall against blast waves from large TNT-equivalent explosions43
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings43
Failure of masonry walls under high velocity impact – A numerical study43
Collapse risk of controlled rocking steel braced frames considering buckling and yielding of capacity-protected frame members42
Deep learning-based prediction of structural responses of RC slabs subjected to blast loading42
Analysis of flexural capacity of a novel straight-side U-shaped steel-encased concrete composite beam42
Experimental study on effects of U-shape dampers on earthquake responses of a base-isolated LNG inner tank42
Structural performance of composite connections with a uniaxial symmetric steel-beam section42
Predication of the residual axial load capacity of CFRP-strengthened RC column subjected to blast loading using artificial neural network42
New predictive equations for LDB strength assessment of steel–concrete composite beams42
Numerical study of thermomechanical behaviour of reinforced concrete beams with and without textile reinforced concrete (TRC) strengthening: Effects of TRC thickness and thermal loading rate42
Conventional vs. reinforced resin injected connectors’ behaviour in static, fatigue and creep experiments on slip-resistant steel-FRP joints42
Deformation capacity of FRP retrofitted reinforced concrete columns with corroded reinforcing bars42
Cyclic behavior of bridge columns with partially unbonded seven-wire steel strands to increase post-yield stiffness42
Machine learning-based wind pressure prediction of low-rise non-isolated buildings42
Time-dependent behaviour of circular steel tube confined reinforced concrete (STCRC) slender columns42
Seismic performance of precast shear walls prestressed via post-tensioned high strength bars placed inside grouted corrugated pipes42
Experimental study on the structural performance of full-scale tyre wall for residential housing applications41
Stress–strain model for confined concrete in rectangular columns with corroded transverse reinforcement41
Brittle failure of laterally loaded self-tapping screw connections for cross-laminated timber structures41
Dynamic stability of graded graphene reinforced truncated conical shells under both periodic spinning speeds and axial loads considering thermal effects41
Experimental investigation on the seismic performance of a novel damage-control replaceable RC beam-to-column joint41
Cyclic behavior of steel-precast concrete hybrid frames with high stiffness steel connections41
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening40
Quasi-static tests of CFST embedded RC column-to-precast cap beam with socket connection40
Bond properties of GFRP rebars in UHPC under different types of test40
Analytical solution for vibration and buckling of cylindrical sandwich panels with improved FG metal foam core40
Design of cold-formed high strength steel irregular octagonal hollow section columns40
Influence of cyclic hardening characteristic on seismic performance of welded austenitic stainless steel H-section beam-column40
Empirical seismic fragility assessment and optimal risk mitigation of building contents40
Seismic performance research on precast wall-beam out-of-plane joint with ECC post-cast zone40
Reliability and sensitivity analyses of porous functionally graded graphene platelet reinforced composite plate40
Testing and analysis of screw-connected moment joints consisting of glued-laminated timbers and birch plywood plates40
Toward identifying the ASR-induced stresses from displacement measurements and crack observations—Demonstration on a beam bridge in Norway40
A model for stud groups subjected to shear and moment40
Dynamic analysis of the effects of vehicle movement over bridges observed with CCTV images39
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) 11734439
Editorial Board39
A framework for evaluating steel loss from the evolution of corrosion-induced deflections in reinforced concrete beams with non-uniform reinforcement corrosion39
Multivariate structural seismic fragility analysis and comparative study based on moment estimation surrogate model and Gaussian copula function39
Experimental study and modelling of flexural behaviour of continuous fibre-reinforced lightweight aggregate concrete one-way slab at ambient and elevated temperatures39
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions39
Stub column tests on wire arc additively manufactured equal-leg angle sections39
Probabilistic ductile deformation limit state prediction of monolithic exterior shear keys based on quantile regression machine learning techniques39
Anchorage of shear reinforcement in beams and slabs39
Deterioration pattern of the axial compressive properties of steel-reinforced concrete columns owing to chloride salt erosion39
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands39
Experimental investigation on mechanical properties of fiber recycled concrete filled-square steel tube columns under pure flexural based on acoustic emission technique39
Cyclic bond behavior in reinforced concrete flexural members exposed to elevated temperatures38
An improved weak-form quadrature element (IWQE) method for static and dynamic analysis of non-homogeneous plane trusses38
Thermoplastic composite pipe failure envelopes under axisymmetric and thermomechanical loading38
Editorial Board38
Cyclic behaviors of SHS columns subjected to small amplitude loading38
Analytical-Based application software for Estimating remaining fatigue life of Non-Cantilevered sign structures38
Multi-criteria robust optimization for bridge adaptation strategies targeting superstructure unseating under coastal natural hazards38
Design procedure to bearing concrete failure in concrete-filled steel tube columns with bolted shear connectors38
Assessment of the rotational stiffness of single-riveted joints in a steel lattice girder by modal analysis38
Experimental dynamic collapse response of post-and-beam mass timber frames under a sudden column removal scenario38
Seismic response evaluation of spring-based piston braced frames by employing closed-loop dynamic (CLD) testing38
Probabilistic wind uplift resistance framework for the relative evaluation of wood-frame load paths38
Time-domain model for prediction of generalized 3DOF buffeting response of tall buildings using 2D aerodynamic sectional properties38
Parameter identification for nonlinear structural model using modal iterative error correction method37
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections37
Collapse of the spatial double-layer cylinder shell by experimental study37
Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members37
Finite element modelling of reinforced masonry walls under axial compression37
Accuracy of expressing the effects of hysteretic energy in terms of equivalent viscous damping according to ATC 40 and FEMA 44037
Experimental study on fatigue behavior of trapezoidal corrugated-web girders based on T-section members37
Bonded anchors with post-installed supplementary reinforcement under tension loading – Experimental investigations37
Editorial Board37
Fire behaviour of reinforced concrete slab strips strengthened with prestressed NSM-CFRP laminates37
Seismic performance of glulam frame with friction damper and column shoe: Experimental investigation and simplified numerical model37
3D multiscale analysis method for explosion problems based on the substructure of the explosion source37
Seismic performance of indoor substation RC frames with combined base isolation techniques37
Prestress loss model for ultra-high performance concrete37
An analysis of functionally graded thin-walled beams using physics-informed neural networks36
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy36
Effect of column flexural capacities and axial loads on bond behavior of interior beam-column joints36
Experimental and numerical investigations of the seismic behavior of socket and hybrid connections for PCFT bridge columns36
Tensile strength of circular hollow sections with squashed ends36
Cyclic behavior of re-centering energy-dissipation brace with pendulum36
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension36
A systematic approach to pixel-level crack detection and localization with a feature fusion attention network and 3D reconstruction36
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra36
Experimental investigation of a substructure in a frame with castellated steel beams in case of a column loss36
Multifiber finite element model based on enhanced concrete constitutive law to account for the effects of early age damage on the seismic response of RC structures36
Editorial Board36
Performance assessment of steel parking structure columns subjected to frontal collision based on reduced vehicular models36
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