Engineering Structures

Article	Citations
Editorial Board	294
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	172
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	156
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	154
Development of a novel haunched link for eccentrically braced frames	138
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	136
Editorial Board	134
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]	133
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	132
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	128
Experimental insights into the seismic behaviour of flanged URM walls	123
Reliability-based capacity safety factor for G20Mn5 cast steel joints	121
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	120
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	119
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	118
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	114
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	114
Characteristics of tornado wind loads and examinations of tornado wind load provisions in ASCE 7–16	112
Numerical modelling for prediction of ground-borne vibrations induced by pile driving	111
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	110
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	108
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	107
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	106
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	105
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	104

Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	103
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	101
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	101
Design method of concrete filled thin-walled steel tube column-foundation connections	100
Multi-level performance-based seismic design optimisation of RC frames	100
Quasi-static tests of CFST embedded RC column-to-precast cap beam with socket connection	100
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment	97
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	96
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	96
Design of cold-formed high strength steel irregular octagonal hollow section columns	96
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement	94
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	92
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	92
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	91
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load	91
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	90
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	90
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design	86
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	86
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	86
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	84
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	84
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	83
Critical analysis of seismic codes’ provisions on second order effects	83
Vision-based model updating and evaluation of miter gates on inland waterways	83
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	82
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	81
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	80
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	80
The effect of concentrated loads on open-well masonry spiral stairs	79
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	78
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	78
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	78
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	78
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	78
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams	78
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	77
Prediction of temperature variation in FRP-wrapped RC columns exposed to fire using artificial neural networks	77
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	76
Baseline-free absolute strain estimation for cylindrical structures	74
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	74
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	73
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	73
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings	72
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	72
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	70
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck	70
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	70
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	70
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	69

A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading	69
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	69
Study on flexural performance of stainless steel-timber composite beams with different combination forms	69
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	69
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	68
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	67
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	67
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	67
Synergistic response of steel columns to explosive thermal and long duration blast loading	67
A novel joint for driven concrete geothermal energy pile foundations	67
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	66
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)	66
Behavior and general design method of concrete-filled high-strength steel tube (CFHST) columns	66
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	65
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	65
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	65
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	64
Stochastic discontinuum analysis of unreinforced masonry walls: Lateral capacity and performance assessments	64
Development of more accurate cyclic hysteretic models to represent RBS connections	63
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	63
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	63
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	63
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	63
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	62
Modular assembly of tensegrity structures with diverse mesh division forms	62
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes	62
Fatigue strength of normal and high strength steel joints improved by weld profiling	62
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	62
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	62
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	61
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	61
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	61
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	61
Seismic performance of precast concrete columns with prefabricated UHPC jackets in plastic hinge zone	61
Scale modeling of thermo-structural fire tests of wood members	60
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	60
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	60
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	60
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks	60
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	59
A model for the initial stiffness of the face plate component	59
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads	59
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	59
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	59
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections	59
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	59
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	59
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	59
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	59
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	59
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	59
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	58
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	58
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach	58
Optimal log floor patterns	58
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures	57
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions	57
Seismic upgrading of existing reinforced concrete buildings: A state-of-the-art review	57
Development and experimental study of a replaceable double stage coupling beam damper	57
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity	57
In-plane shear strength and damage fragility functions for partially-grouted reinforced masonry walls with bond-beam reinforcement	57
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	56
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	56
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	56
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	56
Flexural behavior of partially encased cellular beams: Tests and design implications	56
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net	56
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization	55
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	55
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	55
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors	55
Study on the estimate for seismic response of high-speed railway bridge-track system	55
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge	55
Numerical and analytical study of stainless steel beam-to-column extended end-plate connections	55
Stability and design of stainless steel hollow section columns at elevated temperatures	55
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	54
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating	54
Shear-friction behavior of concrete-to-concrete interface under direct shear load	54
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	54
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings	54

Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	54
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates	54
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment	53
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	53
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations	53
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	53
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering	53
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	53
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	53
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	53
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement	52
Shear strength of an anchor post-installed into a hardened concrete member	52
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	52
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer	52
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties	52
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	52
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	51
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	51
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	51
Seismic performance factors for timber buildings with woodframe shear walls	51
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	51
Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading	51
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring	51
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	51
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete	51
Full static resistance of castellated steel beams with hexagonal web openings for blast response predictions	50
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	50
Hazard-consistent performance comparison of ASCE and Eurocode-compliant steel moment frames	50
Buckling-controlled braces for seismic resistance inspired by origami patterns	50
Analysis of the tension chord in the flexural response of concrete elements: Methodology and application to weft-knitted textile reinforcement	50
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	50
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces	50
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method	50
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings	50
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	50
Editorial Board	50
Shaking-table tests of seismic responses of slender intake tower-hoist chamber systems	49
Prestress loss of twisted wire strands and parallel wire strands at elevated temperatures	49
Evaluation of shear strength models for ETS-FRP-retrofitted beams subjected to shear-critical failure	49
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets	49
Virtual-real twin data powered deep adaptive detection method for corrosion damage in cable aluminum sheath structure using helical guided waves	49
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method	49
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending	49
A composite prismatic structure with thermal-torsion coupling effect	49
Numerical modelling of glulam frames with buckling restrained braces	49
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion	49
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints	49
Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements	49
Experimental Test of The Gap Reinforced Fastened Connection (GRFC): A highly stiff and ductile reinforced connection concept with reduced pinching for timber structures	49
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames	49
Seismic fragility analysis of suspended cable trays in civil buildings	49
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning	48
Numerical investigation on a seismic testing campaign on adjustable pallet rack speed-lock connections	48
Shaking table test of a frame structure retrofitted by externally-hung rocking wall with SMA and disc spring self-centering devices	48
A numerical model for settlement analysis of circular plates on multilayered soil	48
Asymmetrical friction damper to improve seismic behavior of tension-only braces: An experimental and analytical study	48
Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test	48
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates	48
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability	47
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads	47
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain	47
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system	47
Numerical modeling of repaired reinforced concrete bridge columns	47
Modified performance-based plastic design for self-centering structures	47
Evaluation of shear behavior of PCSC shear connection for the construction of composite bridges with prefabricated decks	47
Innovative shear connectors for composite cold-formed steel-timber structures: An experimental investigation	47
Bed joint reinforcement of shear walls using threaded titanium rods	47
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation	47
A novel seismic-resistant reconstruction technique for fair-face rubblestone masonry	47
Numerical modeling of self-compacting concrete columns longitudinally reinforced with steel tubes under axial loading	47
Reliability of inelastic wind excited structures by dynamic shakedown and adaptive fast nonlinear analysis (AFNA)	47
Preliminary numerical study on the reduction of seismic pounding damage to buildings with expanded polystyrene blocks	47
Assessing vibration induced damage in unreinforced masonry walls subject to vehicular impact – A numerical study	46
Full life-cycle vibration-based monitoring of a full-scale masonry arch bridge with increasing levels of damage	46
Free oscillations of porous multi-graded graphene oxide nanocomposites coupled hemispherical-cylindrical shell-configuration structures under various edge constraints	46
Performance of FRCM composites and FRCM-strengthened RC beams subjected to anodic polarization and cyclic loading	46
Numerical and analytical investigation for ultimate capacity of steel beams strengthened with GFRP plates	46
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion	46
Experimental assessment of an asymmetric steel–concrete frame under a column loss scenario	46
Ensemble of long short-term memory recurrent neural network for semi-active control of tuned liquid wall damper	46
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components	45
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames	45
Optimization framework for cost and carbon emission of timber floor elements	45
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]	45
Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints	45
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method	45
Design of confinement reinforcement for encased composite columns	45
Effect of column compactness on cyclic behavior of bare and composite beam-to-HSS column connections	45
Piezoelectric layer guided in-plane surface waves with flexoelectricity and gradient effects	45
Field investigation and numerical analysis of horizontal cracking in ledge girders of post-tension concrete bridges	45
A novel theoretical analysis on mechanical properties of bolted joints under torsional loads considering service torque	45
Prescriptive maintenance of prestressed concrete bridges considering digital twin and key performance indicator	45
Self-similarity and probability density function of the transient response of fractional compound motion	44
Design of biaxially loaded external slab column connections	44
A generalized mechanical model with high-flexibility of viscoelastic damping materials and devices considering frequency and amplitude dependence effects	44