Engineering Structures

Article	Citations
Editorial Board	266
Baseline-free absolute strain estimation for cylindrical structures	217
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	209
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	195
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	190
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	170
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	167
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	163
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	159
Reliability-based capacity safety factor for G20Mn5 cast steel joints	151
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]	149
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire	141
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	138
Critical analysis of seismic codes’ provisions on second order effects	135
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	132
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	132
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	130
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket	129
Scale modeling of thermo-structural fire tests of wood members	128
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	127
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences	126
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	125
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	121
Optimal log floor patterns	119
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	118

Investigation on three-dimensional coupled vibration in wind-structure interaction of high-rise structures using fully-coupled numerical simulation	117
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	115
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	113
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns	113
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net	110
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	109
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	108
Experimental and analytical study of UHPC confined concrete under eccentric compression	106
Investigation of fatigue characteristics and damage behaviour in weathering steel plug-welded structures	105
Automatic identification of operational modal parameters for train suspension systems based on an improved SSI-FCM	105
Performance assessment of timber support system subjected to combined actions	105
Ultimate capacity assessment of reinforced concrete half-joints	104
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	100
Design and instability issues of log-house timber panels under in-plane compression loads	100
Fatigue performance of welded T-joints between S690 circular hollow sections under cyclic in-plane bending actions	100
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	99
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	98
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	98
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	97
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 columns	97
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	96
UAV-based bridge inspection: RAS-YOLO11 for efficient and accurate multi-class surface defect detection	96
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	96
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers	96
Equivalent design wave selection on the extreme stress of OC5-DeepCwind semi-submersible hull for floating offshore wind turbine	95
A model for the initial stiffness of the face plate component	93
Multi-level performance-based seismic design optimisation of RC frames	93
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	92
Rayleigh seismic wave control by seismic metabarrier with low frequency band gaps: From lab-scale experiments to its engineering applications	91
Novel gradient-curvature-waveform clamping anchor for parallel CFRP plates cable: Conception, waveform generation and optimization, and validation	91
Experimental study on the behaviour of pile caps subjected to combined column loads	90
Design of cold-formed high strength steel irregular octagonal hollow section columns	90
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	89
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	88
Experimental study on the flexural response of UHPC beams encased high-strength section steel	87
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	87
Testing and analysis of additively manufactured aluminium I- and C-section stub columns	85
Modular assembly of tensegrity structures with diverse mesh division forms	84
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	83
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	83
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	83
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach	83
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	83
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	83
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	81
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	81
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	81
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions	80
Reduced dataset-based machine learning model for blast damage assessment of reinforced concrete columns	80
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	80

Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam	80
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	79
Automated Bayesian operational modal analysis using modal invariant subspace of power spectrum	79
Crack propagation in honeycomb structures under thermal shock using Lord-Shulman theory	78
A novel joint for driven concrete geothermal energy pile foundations	78
Enhanced low-frequency vibration isolation via a novel viscoelastic joint: Hybrid damping with quasi-zero-stiffness effects	78
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns	78
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	77
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes	77
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	76
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers	76
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	76
Parametric design of hybrid mass–damper–inerter for reliability enhancement of spar-type floating offshore wind turbines under typhoon conditions	76
Real-time generalizable structural topology generation via fourier and latent modulated neural networks informed by few prior designs	74
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	74
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	74
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	73
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	73
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	73
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	73
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	73
A vision-based unsupervised framework for structural damage localization in masonry minarets using slope-informed convolutional autoencoders	72
A new frequency-geometry-temperature equation tool for existing PRC bridges in structural health monitoring	72
An efficient semi-analytical framework for moving load identification with arbitrary boundary conditions	72
Dynamic behavior of PET-FRP strengthened RC short columns under lateral impact and axially preloading: Experimental and numerical investigation	72
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	72
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	72
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures	71
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering	71
Experimental investigation and interpretable machine learning prediction of the axial compressive behavior of prefabricate F3T-shaped thin concrete-encased steel columns	71
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	71
Heavy-vehicle weight correlation length in extreme traffic load scenarios of long-span bridges: Kriging-based estimation	70
Resistance and stability of cold-formed thin-walled beams with open cross-sections subjected to bending: Experimental investigations	70
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	70
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	69
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	69
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	69
Experimental insights into the seismic behaviour of flanged URM walls	69
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge	69
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	69
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	68
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment	68
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	68
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	67
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	67
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	67
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	67
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	67
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	67
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	67
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	67
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach	67
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface	67
Optimized design of steel structural systems for reduced carbon footprint and enhanced resiliency in wind	66
Procedure and test stand for determining the shear strength of masonry wall joints – Comparative and numerical analysis	66
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour	66
Experimental and numerical investigation of machine-induced vibrations in industrial building floors	66
Study on flexural performance of stainless steel-timber composite beams with different combination forms	66
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	65
Gaps in the post-breakage out-of-plane bending stiffness assessment of 2-ply partially damaged laminated glass elements under short-term quasi-static loads	65
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	65
Deep learning-based realtime multiload response prediction and inverse analysis of offshore bridges	65
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 state	64
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids	64
Coupled effects of fracture morphology on long-term seepage-dissolution evolution of concrete face slabs by combined cyclic loading-unloading tests and numerical simulations	64
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	64
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	64
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	64
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	64
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation	64
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	63
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	63
Magnetorheological intelligent chiral metamaterials with ultra-low frequency bandgap	63
QualNet: Qualitive knowledge and small data-driven neural network for performance assessment of reinforced concrete specimens	63
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	63
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	63
Vision-based model updating and evaluation of miter gates on inland waterways	63
Epistemic uncertainty in the seismic performance assessment of isolated buildings due to high damping rubber bearing model selection	62
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)	62
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	62

Fire performance and post-fire residual behavior of insulated CFRP shear-strengthened RC beams: An experimental and numerical study	62
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	62
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	62
Learning multi-dimensional sensor relationships for robust marine pipeline leakage non-destructive detection via adaptive graph networks	61
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	61
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	61
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement	61
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	61
Development and experimental study of a replaceable double stage coupling beam damper	61
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment	61
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	61
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	60
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	60
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	60
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube	60
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	60
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	59
Behaviour of bamboo scrimber sheathing-to-framing screwed connections	59
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	59
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations	59
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	59
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	59
Stability and design of stainless steel hollow section columns at elevated temperatures	59
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	59
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow	59
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	59
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	59
Study on the estimate for seismic response of high-speed railway bridge-track system	58
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions	58
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck	58
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates	58
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	58
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	58
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	58
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section	58
Flexural behavior of partially encased cellular beams: Tests and design implications	58
Multi-point joint prediction of zone-wise arch dam displacements based on spatial partition and deep ensemble selective regression chain	58
The effect of concentrated loads on open-well masonry spiral stairs	58
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations	58
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties	57
Reliability analysis of progressive collapse resistance in base-isolated structures subjected to seismic loads: A framework based on total probability theorem	57
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer	57
Editorial Board	57
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	57
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	57
Shear strength of an anchor post-installed into a hardened concrete member	57
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads	57
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings	57
Experimental investigation and seismic analysis of a novel self-centering piston-based bracing archetype with polyurethane cores	56
Effect of column compactness on cyclic behavior of bare and composite beam-to-HSS column connections	56
Quantifying robustness in tall timber buildings: A case study	56
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method	56
A numerical model for settlement analysis of circular plates on multilayered soil	56
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain	56
Free oscillations of porous multi-graded graphene oxide nanocomposites coupled hemispherical-cylindrical shell-configuration structures under various edge constraints	56
Crushing behaviors and optimization design of 3D printed rib-filled corrugated structures with shape-memory function	56
Reliability of inelastic wind excited structures by dynamic shakedown and adaptive fast nonlinear analysis (AFNA)	56
A simplified equivalent beam model for deflection analysis of rebar cages	56
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system	55
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames	55
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability	55
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending	55
Modelling of composite fin-plate connections under fire conditions using component-based method	54
Editorial Board	54
Torsional behavior of semi-parallel wire cables under axial tension: An analytical algorithm	54
Cyclic loading response of precast concrete frame with composite beams prestressed by partially bonded draped tendons under high axial compression	54
Thin-walled conformable low-pressure tanks with large taper angles	54
A layer-wise plasticity-based approach for the analysis of reinforced concrete shell structures using a mixed finite element	54
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames	54
Bond-slip models for textile reinforced mortar strengthened masonry walls	54
Shear behavior and strength evaluation of spiral-confined drift-hardening square concrete columns	54
Transportation-induced acceleration and shear deformation responses of volumetric steel modules with light-framed gypsum walls: Road test results	54
Enhancing load prediction for structures with concrete overlay using transfer learning of time–frequency feature-based deep models	54
A SI-based method for determining the interfacial damage condition of a steel-concrete composite girder	53
Three-stage optimization framework of functionally graded stiffened cylindrical shells under thermal environment	53
Damage index of beam-to-upright connections in high-rise steel storage racks	53
Experimental and theoretical study on concrete-filled T-shaped steel tubular columns under uniaxial eccentric compression	53
Seismic behavior of high performance lightweight concrete walls incorporating expanded glass aggregate under short shear span conditions	53
Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints	53
Steel-UHPC composite castellated beams under hogging bending: Experimental and numerical investigation	53
Explicit dynamic modeling of finite-length spherical joints in FRP bending-active gridshells: Formulation and validation	53
Analytical model for compressive arch action in three-dimensional self-centering precast concrete frame under column failure scenarios	53
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning	53
Effect of surface preparation and shear links on the interface bond behaviour between ultra-high-performance and normal strength concrete	53
Spreading angle analysis on the tensile capacities of birch plywood plates in adhesively bonded timber connections	53
Elastoplastic buckling of axially compressed stepped cylindrical shells	53
Intelligent visualization and automated classification of defected paint and rusted steel by eddy current thermography scanning technique	53
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints	53
Seismic performance of confined masonry walls retrofitted with steel members and high-performance materials after earthquake damage	53
Field investigation and numerical analysis of horizontal cracking in ledge girders of post-tension concrete bridges	53
Seismic fragility analysis of suspended cable trays in civil buildings	52
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion	52
Experimental assessment of an asymmetric steel–concrete frame under a column loss scenario	52
Evaluation of shear strength models for ETS-FRP-retrofitted beams subjected to shear-critical failure	52
DSM design of LSF walls subject to distortional buckling	52