Engineering Structures

Papers
(The TQCC of Engineering Structures is 16. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Editorial Board250
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts196
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties192
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory176
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening174
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization160
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow157
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube146
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck138
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns132
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges129
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification127
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber125
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams124
Performance assessment of timber support system subjected to combined actions121
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels117
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method117
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings116
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings114
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section112
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling112
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions111
Study on the estimate for seismic response of high-speed railway bridge-track system110
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts108
Experimental investigation and interpretable machine learning prediction of the axial compressive behavior of prefabricate F3T-shaped thin concrete-encased steel columns107
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model106
Multi-level performance-based seismic design optimisation of RC frames103
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure103
Deep learning-based realtime multiload response prediction and inverse analysis of offshore bridges103
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections102
Design of cold-formed high strength steel irregular octagonal hollow section columns98
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure97
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures96
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors96
Equivalent design wave selection on the extreme stress of OC5-DeepCwind semi-submersible hull for floating offshore wind turbine96
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation95
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra95
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse95
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms93
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments93
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures92
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures92
Optimized design of steel structural systems for reduced carbon footprint and enhanced resiliency in wind91
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates91
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension90
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations90
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system90
Baseline-free absolute strain estimation for cylindrical structures88
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam88
Stability and design of stainless steel hollow section columns at elevated temperatures88
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios87
Corrigendum to “Experimental investigation and numerical analysis of a hybrid bridge isolation system utilizing bonded and unbonded laminated rubber bearings” [Eng Struct 321 (2024) 118991]87
Experimental and numerical study on a novel staggered truss with chord-connected steel plates86
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire85
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads84
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification83
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices83
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load82
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach81
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading81
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams81
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear81
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability81
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals80
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads80
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy80
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete80
Experimental study on the flexural response of UHPC beams encased high-strength section steel79
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision78
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation77
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete76
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization76
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network75
Design and instability issues of log-house timber panels under in-plane compression loads75
Fatigue performance of welded T-joints between S690 circular hollow sections under cyclic in-plane bending actions74
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns74
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction74
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections74
Reliability-based capacity safety factor for G20Mn5 cast steel joints74
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data74
Flexural behavior of partially encased cellular beams: Tests and design implications73
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method73
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams73
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands73
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors72
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions71
Real-time generalizable structural topology generation via fourier and latent modulated neural networks informed by few prior designs71
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns71
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings71
Automated Bayesian operational modal analysis using modal invariant subspace of power spectrum70
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour70
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams70
Reduced dataset-based machine learning model for blast damage assessment of reinforced concrete columns69
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab69
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net69
Ultimate capacity assessment of reinforced concrete half-joints69
Multi-point joint prediction of zone-wise arch dam displacements based on spatial partition and deep ensemble selective regression chain69
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures69
Epistemic uncertainty in the seismic performance assessment of isolated buildings due to high damping rubber bearing model selection68
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form68
Coupled effects of fracture morphology on long-term seepage-dissolution evolution of concrete face slabs by combined cyclic loading-unloading tests and numerical simulations68
Modular assembly of tensegrity structures with diverse mesh division forms67
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading67
Eccentric pull-out test and numerical investigation of bond behavior of corroded high-strength steel bars in ultra-high performance steel fiber-reinforced concrete (UHPSFRC)67
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures67
Vision-based model updating and evaluation of miter gates on inland waterways67
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge67
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement66
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads66
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation66
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames66
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading66
Critical analysis of seismic codes’ provisions on second order effects66
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment66
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns65
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing65
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams65
The effect of concentrated loads on open-well masonry spiral stairs64
A novel joint for driven concrete geothermal energy pile foundations64
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression64
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface64
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression64
UAV-based bridge inspection: RAS-YOLO11 for efficient and accurate multi-class surface defect detection64
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket64
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks63
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions63
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 columns63
Hanger forces' optimization of ground-anchored suspension bridges by seeking dead load-induced near-zero bending moments at specified beam segment connections in the completed bridge state62
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach62
Procedure and test stand for determining the shear strength of masonry wall joints – Comparative and numerical analysis62
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings62
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation62
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression62
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers62
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge61
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells61
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity61
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams61
Shear strength of an anchor post-installed into a hardened concrete member61
A model for the initial stiffness of the face plate component61
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences60
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering60
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect60
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect60
Study on flexural performance of stainless steel-timber composite beams with different combination forms60
Optimal log floor patterns60
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections60
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids60
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames60
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix59
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control59
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers59
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement59
Experimental insights into the seismic behaviour of flanged URM walls59
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations59
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction59
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load59
Transition analysis of flat-foldable origami-inspired deployable shelter concepts59
Magnetorheological intelligent chiral metamaterials with ultra-low frequency bandgap58
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer58
Learning multi-dimensional sensor relationships for robust marine pipeline leakage non-destructive detection via adaptive graph networks58
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment58
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions58
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations58
Gaps in the post-breakage out-of-plane bending stiffness assessment of 2-ply partially damaged laminated glass elements under short-term quasi-static loads58
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite58
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach57
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration57
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring57
Automatic identification of operational modal parameters for train suspension systems based on an improved SSI-FCM57
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties57
Development and experimental study of a replaceable double stage coupling beam damper57
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges57
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity56
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning56
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes56
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck56
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns56
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates56
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences55
Behaviour of bamboo scrimber sheathing-to-framing screwed connections55
Fire performance and post-fire residual behavior of insulated CFRP shear-strengthened RC beams: An experimental and numerical study55
Scale modeling of thermo-structural fire tests of wood members55
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments55
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects55
Machine learning-based wind pressure prediction of low-rise non-isolated buildings55
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea54
Experimental investigation and seismic analysis of a novel self-centering piston-based bracing archetype with polyurethane cores54
Pixel-level segmentation of spalling in masonry structures based on deep learning54
Editorial Board54
Reliability analysis of progressive collapse resistance in base-isolated structures subjected to seismic loads: A framework based on total probability theorem54
Experimental study, finite element simulation and theoretical analysis on failure mechanism of steel–concrete-steel (SCS) composite deep beams with UHPC54
Bearing capacity of post-tensioned concrete local anchorage zones under special bearing plates with multiple bearing surfaces54
Flexural behavior and design methodology for bamboo scrimber-aluminum plate composite beams54
Analytical moment-curvature solutions for generalized textile-reinforced concrete sections54
Full-range stress–strain relationship and fracture model for laser cladding additively manufactured 316L stainless steel sheets53
A numerical model for settlement analysis of circular plates on multilayered soil53
A force-resisting rotary friction damper (RFD): Verification and comparison with traditional RFD53
Seismic performance improvement using bolt-on isolators on interconnected slender electrical equipment53
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion53
Analysis of the tension chord in the flexural response of concrete elements: Methodology and application to weft-knitted textile reinforcement53
Probabilistic evaluation of railway vehicle’s safety on bridges under random earthquake and track irregularity excitations52
Quantifying robustness in tall timber buildings: A case study52
Bending performance of RC slabs strengthened by CFRP sheets using sprayed UHTCC as bonding layer: Experimental study and theoretical analysis52
Transportation-induced acceleration and shear deformation responses of volumetric steel modules with light-framed gypsum walls: Road test results52
Bed joint reinforcement of shear walls using threaded titanium rods52
Flexural cracking behavior of steel-NC-UHPC composite beam under negative bending moment52
Elastic buckling formulas of multi-stiffened corrugated steel plate shear walls52
Shear capacity of additively manufactured stainless steel bolted connections after fire52
Probabilistic fatigue life prediction of corroded PC beams considering spatial variability of pitting corrosion52
Experimental campaign of horizontal cladding wall panels connection in industrial precast reinforced concrete buildings52
Virtual-real twin data powered deep adaptive detection method for corrosion damage in cable aluminum sheath structure using helical guided waves51
Bond-slip models for textile reinforced mortar strengthened masonry walls51
Investigation on nonlinear flutter modes competition of a long-span suspension bridge based on full-bridge aeroelastic model tests51
Compressive behavior of the steel–concrete composite adapter for wind turbine hybrid towers51
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion51
Research on pressure prediction of complex wind pressure measuring points in typical structures based on artificial intelligence51
Experimental and analytical investigation of the influence of horizontal and vertical web reinforcement on shear failure and size effect in FRP-reinforced concrete deep beams51
Stack-AttenLSTM: A surrogate deep learning model for sequential earthquake-flood structural response assessment of steel buildings51
Limit analysis and design-oriented approach for out-of-plane loaded masonry walls strengthened by grouted anchors51
Damping in masonry arch railway bridges under service loads: An experimental and numerical investigation51
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components51
Effect of surface preparation and shear links on the interface bond behaviour between ultra-high-performance and normal strength concrete51
PSDM: A parametrized structural dynamic modeling method based on digital twin for performance prediction51
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames51
Elastoplastic buckling of axially compressed stepped cylindrical shells51
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method51
Experimental and theoretical study on concrete-filled T-shaped steel tubular columns under uniaxial eccentric compression51
Application of neural networks for light gauge steel fire walls50
A novel seismic-resistant reconstruction technique for fair-face rubblestone masonry50
A simplified equivalent beam model for deflection analysis of rebar cages50
Effectiveness of buckling restrained braces for upgrading earthquake resistant capacity of single layer grid dome50
Buckling-controlled braces for seismic resistance inspired by origami patterns50
Reliability-based optimum distribution of seismic energy dissipation devices in fuzzy structural systems using meta-models50
Modified performance-based plastic design for self-centering structures50
Ensemble of long short-term memory recurrent neural network for semi-active control of tuned liquid wall damper50
Thin-walled conformable low-pressure tanks with large taper angles50
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces50
Spreading angle analysis on the tensile capacities of birch plywood plates in adhesively bonded timber connections50
Field investigation and numerical analysis of horizontal cracking in ledge girders of post-tension concrete bridges50
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints50
Editorial Board50
Shear behavior and strength evaluation of spiral-confined drift-hardening square concrete columns50
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation49
Piezoelectric layer guided in-plane surface waves with flexoelectricity and gradient effects49
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method49
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames49
Corrigendum to “Experimental and analytical investigations into flexural behavior of composite beams with UHPC T-section and HRS H-section” [Eng Struct 315 (2024) 118445]49
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning49
Ultimate torsional resistance and failure modes of FRP-strengthened reinforced concrete members: A nonlinear design model49
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