Engineering Structures

Article	Citations
Editorial Board	281
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	210
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	162
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	152
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	151
Flexural behavior of partially encased cellular beams: Tests and design implications	135
Development of a novel haunched link for eccentrically braced frames	135
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	129
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]	129
Editorial Board	129
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	126
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	121
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	119
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	118
Experimental insights into the seismic behaviour of flanged URM walls	114
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	112
Reliability-based capacity safety factor for G20Mn5 cast steel joints	112
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	111
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	111
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	111
Seismic performance factors for timber buildings with woodframe shear walls	108
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	106
Characteristics of tornado wind loads and examinations of tornado wind load provisions in ASCE 7–16	105
Numerical modelling for prediction of ground-borne vibrations induced by pile driving	101
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	100

Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	100
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	99
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	98
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	97
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	96
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	94
Vision-based model updating and evaluation of miter gates on inland waterways	93
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	93
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	93
Critical analysis of seismic codes’ provisions on second order effects	92
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	91
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	91
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	89
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	88
The effect of concentrated loads on open-well masonry spiral stairs	86
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	86
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	85
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams	84
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	84
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	83
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	82
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	82
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	82
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	80
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	79
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	79
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	79
Prediction of temperature variation in FRP-wrapped RC columns exposed to fire using artificial neural networks	77
Baseline-free absolute strain estimation for cylindrical structures	77
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	77
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	77
Stochastic discontinuum analysis of unreinforced masonry walls: Lateral capacity and performance assessments	77
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	77
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment	76
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	76
Closed-form solutions for vibrations analysis of cracked Timoshenko beams on elastic medium: An analytically approach	76
Multi-level performance-based seismic design optimisation of RC frames	75
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	74
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	74
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	74
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings	73
Seismic behaviour of precast sandwich wall panels of steel fibre reinforced concrete layers and fibre reinforced polymer connectors	71
Development of more accurate cyclic hysteretic models to represent RBS connections	71
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	70
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	70
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	69
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	69
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	69
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	69
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck	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	68
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	68
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	68
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions	67
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	67
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading	67
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	67
In-plane shear strength and damage fragility functions for partially-grouted reinforced masonry walls with bond-beam reinforcement	66
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	66
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	66
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	65
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	65
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	64
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization	64
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	64
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	63
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	62
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	62
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	62
Synergistic response of steel columns to explosive thermal and long duration blast loading	62
A novel joint for driven concrete geothermal energy pile foundations	62
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks	61
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	61
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	61
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	61
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	60
Behavior and general design method of concrete-filled high-strength steel tube (CFHST) columns	60
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)	60
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	59
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	59
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates	59
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	59
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	59
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	59
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections	58
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	58
Fatigue strength of normal and high strength steel joints improved by weld profiling	58
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	58
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors	58
Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading	58
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	57
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	57
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	57
Scale modeling of thermo-structural fire tests of wood members	57
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	57
A model for the initial stiffness of the face plate component	57
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	57
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	57
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete	56
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	56
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	56
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	56
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	55
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net	55
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	55
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	55
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	55
Optimal log floor patterns	55
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures	55
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes	54
Collapse risk of controlled rocking steel braced frames considering buckling and yielding of capacity-protected frame members	54
Spalling of concrete cover induced by reinforcement	54
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	54
Parametric study of steel flush and extended end-plate joints under column loss scenario	54
Modular assembly of tensegrity structures with diverse mesh division forms	54
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	54
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations	53
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	53
Study on the estimate for seismic response of high-speed railway bridge-track system	53
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	53
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach	53
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	53
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	53
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads	53
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load	53
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	53
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	53
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring	52
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	52
Stability and design of stainless steel hollow section columns at elevated temperatures	52

Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	52
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	52
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	52
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating	52
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement	52
Quasi-static tests of CFST embedded RC column-to-precast cap beam with socket connection	52
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	52
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	52
Development and experimental study of a replaceable double stage coupling beam damper	52
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity	51
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	51
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	51
Design method of concrete filled thin-walled steel tube column-foundation connections	51
Seismic performance of precast concrete columns with prefabricated UHPC jackets in plastic hinge zone	51
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design	51
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	51
Shear-friction behavior of concrete-to-concrete interface under direct shear load	50
Design of cold-formed high strength steel irregular octagonal hollow section columns	50
Shear strength of an anchor post-installed into a hardened concrete member	50
Seismic upgrading of existing reinforced concrete buildings: A state-of-the-art review	50
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering	50
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer	50
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	50
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment	50
Numerical and analytical study of stainless steel beam-to-column extended end-plate connections	50
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	49
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	49
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces	49
Editorial Board	49
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement	49
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties	49
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings	49
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge	49
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings	49
Hazard-consistent performance comparison of ASCE and Eurocode-compliant steel moment frames	49
Editorial Board	49
Analysis of the tension chord in the flexural response of concrete elements: Methodology and application to weft-knitted textile reinforcement	48
Buckling-controlled braces for seismic resistance inspired by origami patterns	48
Full static resistance of castellated steel beams with hexagonal web openings for blast response predictions	48
Numerical and analytical investigation for ultimate capacity of steel beams strengthened with GFRP plates	48
Shaking-table tests of seismic responses of slender intake tower-hoist chamber systems	48
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method	48
Dynamic performance prediction of an annular tensegrity structure based on similitude method	47
Seismic fragility analysis of suspended cable trays in civil buildings	47
Reliability-based calibration of site-specific design typhoon wind and wave loads for wind turbine	47
Spectral decomposition-based explicit time-domain method for non-stationary random vibration analysis of train-bridge system	47
A composite prismatic structure with thermal-torsion coupling effect	47
Evaluation of shear strength models for ETS-FRP-retrofitted beams subjected to shear-critical failure	47
Three dimensional simulations of FRC beams and panels with explicit definition of fibres-concrete interaction	47
Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements	47
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method	47
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints	47
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending	47
PSDM: A parametrized structural dynamic modeling method based on digital twin for performance prediction	47
Prestress loss of twisted wire strands and parallel wire strands at elevated temperatures	47
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components	47
Seismic performance improvement using bolt-on isolators on interconnected slender electrical equipment	46
Numerical modelling of glulam frames with buckling restrained braces	46
Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire	46
Steel-UHPC composite castellated beams under hogging bending: Experimental and numerical investigation	46
Experimental Test of The Gap Reinforced Fastened Connection (GRFC): A highly stiff and ductile reinforced connection concept with reduced pinching for timber structures	46
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames	46
Prediction of blast response of RC columns considering dynamic bond-slip between reinforcement and concrete	46
UHPC-based precast large-cantilevered thin-walled bent caps: Design and experiments	46
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets	46
Residual axial capacity of seismically designed RC bridge pier after near-range explosion of vehicle bombs	46
Probabilistic fatigue life prediction of corroded PC beams considering spatial variability of pitting corrosion	46
Asymmetrical friction damper to improve seismic behavior of tension-only braces: An experimental and analytical study	45
Field investigation and numerical analysis of horizontal cracking in ledge girders of post-tension concrete bridges	45
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning	45
Virtual-real twin data powered deep adaptive detection method for corrosion damage in cable aluminum sheath structure using helical guided waves	45
A hybrid gradient-based/metaheuristic method for Eurocode-compliant size, shape and topology optimization of steel structures	45
Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints	45
Shaking table test of a frame structure retrofitted by externally-hung rocking wall with SMA and disc spring self-centering devices	45
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion	45
Shaking table tests on masonry structures retrofitted with steel-polymer mortar after earthquake damage	45
Test and direct strength method on slotted perforated cold-formed steel channels subjected to eccentric compression	45
Experimental and two-scale numerical studies on the behavior of prestressed concrete-steel hybrid wind turbine tower models	45
Seismic performance evaluation of eccentrically braced frames with long links using FEMA P695 methodology	44
Understanding shear-resisting mechanism in reinforced engineered cementitious composite (ECC) beams using distributed strain measurements	44
A numerical model for settlement analysis of circular plates on multilayered soil	44
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads	44
Influence of collision between Friction Pendulum System and shear key on displacement response	44
Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test	44
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates	44
Experimental campaign of horizontal cladding wall panels connection in industrial precast reinforced concrete buildings	44
Test, design, and parametric analysis of a prefabricated industrial building with shape memory alloy (SMA) cable-restrained bearings for seismic resilience	44
Numerical investigation on a seismic testing campaign on adjustable pallet rack speed-lock connections	44
Factors affecting flexural properties of RC beams strengthened with gradually prestressed NSM CFRP strips	44
Innovative shear connectors for composite cold-formed steel-timber structures: An experimental investigation	43
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain	43
Reliability of inelastic wind excited structures by dynamic shakedown and adaptive fast nonlinear analysis (AFNA)	43
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system	43
Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling	43
Damping in masonry arch railway bridges under service loads: An experimental and numerical investigation	43