Engineering Structures

Article	Citations
Editorial Board	313
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	191
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	163
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	160
Editorial Board	145
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]	143
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	142
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	135
Experimental insights into the seismic behaviour of flanged URM walls	134
Reliability-based capacity safety factor for G20Mn5 cast steel joints	129
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	124
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	122
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	118
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	117
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	116
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 structures	115
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	115
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	114
Multi-level performance-based seismic design optimisation of RC frames	114
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	111
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	111
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	109
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	109
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	107
Critical analysis of seismic codes’ provisions on second order effects	107

Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	107
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	104
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	102
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	101
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	100
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	99
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	99
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	98
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	98
Scale modeling of thermo-structural fire tests of wood members	97
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	95
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	92
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	91
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	90
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	90
Baseline-free absolute strain estimation for cylindrical structures	90
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	89
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	89
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	89
Study on flexural performance of stainless steel-timber composite beams with different combination forms	87
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading	87
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	85
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design	84
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	83
Fatigue strength of normal and high strength steel joints improved by weld profiling	81
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	81
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	81
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	80
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	79
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	78
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	78
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks	78
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections	78
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	78
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	77
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	77
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	77
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads	75
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	75
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	73
In-plane shear strength and damage fragility functions for partially-grouted reinforced masonry walls with bond-beam reinforcement	73
Numerical modelling for prediction of ground-borne vibrations induced by pile driving	73
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	72
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	72
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	72
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube	72
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	72
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	72
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	72
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	72

Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	71
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	70
Synergistic response of steel columns to explosive thermal and long duration blast loading	70
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	70
Stability and design of stainless steel hollow section columns at elevated temperatures	69
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	69
A model for the initial stiffness of the face plate component	69
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	69
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures	68
Vision-based model updating and evaluation of miter gates on inland waterways	68
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering	67
The effect of concentrated loads on open-well masonry spiral stairs	67
Experimental study on the flexural response of UHPC beams encased high-strength section steel	67
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	67
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating	67
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	67
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	67
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	67
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	67
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment	66
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	66
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns	66
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	65
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	65
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	65
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	65
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	64
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	64
Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading	64
A benchmark comparison and optimization of Gaussian process regression, support vector machines, and M5P tree model in approximation of the lateral confinement coefficient for CFRP-wrapped rectangular	64
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)	63
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	63
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	63
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	63
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	62
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer	62
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	62
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring	62
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	62
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	61
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	61
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	61
Seismic performance of precast concrete columns with prefabricated UHPC jackets in plastic hinge zone	61
A novel joint for driven concrete geothermal energy pile foundations	61
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	61
Modular assembly of tensegrity structures with diverse mesh division forms	61
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	61
Development of more accurate cyclic hysteretic models to represent RBS connections	61
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	60
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	60
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates	60
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	60
Flexural behavior of partially encased cellular beams: Tests and design implications	59
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net	59
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	58
Design of cold-formed high strength steel irregular octagonal hollow section columns	58
Seismic performance factors for timber buildings with woodframe shear walls	58
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment	58
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties	58
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	57
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	57
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	57
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	57
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	57
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization	57
Development and experimental study of a replaceable double stage coupling beam damper	57
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors	56
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	56
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity	56
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach	56
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load	56
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	56
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	56
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	56
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	56
Shear strength of an anchor post-installed into a hardened concrete member	56
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	55
Development of a novel haunched link for eccentrically braced frames	55
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	55
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	55

Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	55
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings	55
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	54
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions	54
Optimal log floor patterns	54
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment	54
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement	54
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	54
Design method of concrete filled thin-walled steel tube column-foundation connections	54
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	54
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	54
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete	54
Study on the estimate for seismic response of high-speed railway bridge-track system	54
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	54
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	54
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	53
Behavior and general design method of concrete-filled high-strength steel tube (CFHST) columns	53
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	53
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	53
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes	53
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	53
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck	53
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings	53
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	53
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	53
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement	52
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings	52
Seismic fragility analysis of suspended cable trays in civil buildings	52
Analysis of the tension chord in the flexural response of concrete elements: Methodology and application to weft-knitted textile reinforcement	52
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces	52
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge	52
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending	52
Experimental Test of The Gap Reinforced Fastened Connection (GRFC): A highly stiff and ductile reinforced connection concept with reduced pinching for timber structures	52
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations	52
Editorial Board	52
A composite prismatic structure with thermal-torsion coupling effect	52
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets	52
Virtual-real twin data powered deep adaptive detection method for corrosion damage in cable aluminum sheath structure using helical guided waves	51
Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test	51
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates	51
A numerical model for settlement analysis of circular plates on multilayered soil	51
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion	51
Numerical investigation on a seismic testing campaign on adjustable pallet rack speed-lock connections	51
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads	51
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning	51
A novel seismic-resistant reconstruction technique for fair-face rubblestone masonry	51
Numerical modeling of self-compacting concrete columns longitudinally reinforced with steel tubes under axial loading	51
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames	50
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion	50
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability	50
Shaking table tests on masonry structures retrofitted with steel-polymer mortar after earthquake damage	50
Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints	50
Numerical and analytical investigation for ultimate capacity of steel beams strengthened with GFRP plates	50
Bed joint reinforcement of shear walls using threaded titanium rods	50
Experimental behavior of interior and exterior steel-concrete composite NPS® beam-column joints	50
Ensemble of long short-term memory recurrent neural network for semi-active control of tuned liquid wall damper	50
Assessing vibration induced damage in unreinforced masonry walls subject to vehicular impact – A numerical study	50
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system	50
Criteria for identifying vulnerability classes for rocking masonry church façades via fragility curves	49
Design of biaxially loaded external slab column connections	49
Evaluation of shear behavior of PCSC shear connection for the construction of composite bridges with prefabricated decks	49
Residual axial capacity of seismically designed RC bridge pier after near-range explosion of vehicle bombs	49
Investigation on dynamic performance of wind turbines using different scaling methods in wind tunnel tests	49
Evaluation method for practical application of viscoelastic damper using equivalent sinusoidal waveforms of long-duration random excitations in along- and across-wind directions	49
Understanding shear-resisting mechanism in reinforced engineered cementitious composite (ECC) beams using distributed strain measurements	49
Coupled CFD-FE analysis of a long-span truss beam exposed to spreading fires	48
Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements	48
Shear capacity of additively manufactured stainless steel bolted connections after fire	48
DSM design of LSF walls subject to distortional buckling	48
Numerical analysis of high-strength centrifugal precast RC hollow pipe columns using grouted corrugated duct connection: Confinement effect and ductility evaluation	48
Seismic design and performance of self-centering precast concrete frames with variable friction dampers	48
Quantifying robustness in tall timber buildings: A case study	47
Test, design, and parametric analysis of a prefabricated industrial building with shape memory alloy (SMA) cable-restrained bearings for seismic resilience	47
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction	47
Damping in masonry arch railway bridges under service loads: An experimental and numerical investigation	47
Cyclic loading behavior of earthquake-resilient disc-spring self-centering beam-column joints: An experimental study	47
A generalized mechanical model with high-flexibility of viscoelastic damping materials and devices considering frequency and amplitude dependence effects	47
Parametric study of the bending stiffness of RC cracked building beams	47
Reliability of inelastic wind excited structures by dynamic shakedown and adaptive fast nonlinear analysis (AFNA)	47
Crashworthiness topology optimization of bone-like porous structures	47
Performance of FRCM composites and FRCM-strengthened RC beams subjected to anodic polarization and cyclic loading	47
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation	46
A layer-wise plasticity-based approach for the analysis of reinforced concrete shell structures using a mixed finite element	46
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method	46
Experimental study, finite element simulation and theoretical analysis on failure mechanism of steel–concrete-steel (SCS) composite deep beams with UHPC	46
Design of stainless steel CHS-concrete infill-carbon steel CHS double-skin stub columns	46
Limit analysis and design-oriented approach for out-of-plane loaded masonry walls strengthened by grouted anchors	46
Asymmetrical friction damper to improve seismic behavior of tension-only braces: An experimental and analytical study	46
Three dimensional simulations of FRC beams and panels with explicit definition of fibres-concrete interaction	46
Bending performance of RC slabs strengthened by CFRP sheets using sprayed UHTCC as bonding layer: Experimental study and theoretical analysis	46
Seismic performance improvement using bolt-on isolators on interconnected slender electrical equipment	46
Application of neural networks for light gauge steel fire walls	45
Filter-based inerter location dependence analysis approach of Tuned mass damper inerter (TMDI) and optimal design	45
Numerical modeling of repaired reinforced concrete bridge columns	45
Experimental study on the flexural strengthening of one-way RC slabs with end-buckled and/or externally bonded CFRP sheets	45