Engineering Structures

Article	Citations
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	204
Experimental study on the flexural response of UHPC beams encased high-strength section steel	168
Critical analysis of seismic codes’ provisions on second order effects	164
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	160
Reliability-based capacity safety factor for G20Mn5 cast steel joints	158
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	150
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	146
Editorial Board	143
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	137
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	125
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]	125
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	123
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	123
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	121
Stability and design of stainless steel hollow section columns at elevated temperatures	120
Multi-level performance-based seismic design optimisation of RC frames	119
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries	117
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	117
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	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	116
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	114
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	110
A model for the initial stiffness of the face plate component	109
A novel joint for driven concrete geothermal energy pile foundations	107
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment	106

Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	105
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	105
Modular assembly of tensegrity structures with diverse mesh division forms	104
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	102
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	102
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns	100
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow	100
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	99
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	97
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	96
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	96
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	95
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	93
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)	92
The effect of concentrated loads on open-well masonry spiral stairs	92
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	89
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers	88
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	86
Seismic performance factors for timber buildings with woodframe shear walls	86
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings	86
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	85
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	85
Shear strength of an anchor post-installed into a hardened concrete member	84
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	84
Scale modeling of thermo-structural fire tests of wood members	84
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	83
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	83
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	83
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	83
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	83
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	81
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	81
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	81
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	79
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring	79
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	78
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	78
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors	78
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	77
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	75
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	74
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	74
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load	74
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete	74
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	74
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details	74
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	74
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	73
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	73
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	72

A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer	72
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns	72
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	71
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers	71
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour	70
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	70
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	70
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	70
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	70
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions	69
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads	69
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering	69
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	69
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations	69
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	68
Flexural behavior of partially encased cellular beams: Tests and design implications	67
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	67
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	67
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement	67
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	66
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	65
Design method of concrete filled thin-walled steel tube column-foundation connections	65
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	64
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket	64
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids	64
Vision-based model updating and evaluation of miter gates on inland waterways	64
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube	64
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation	64
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
Baseline-free absolute strain estimation for cylindrical structures	63
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	63
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	63
Editorial Board	63
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	63
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating	62
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures	62
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	62
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	62
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	62
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]	62
Study on flexural performance of stainless steel-timber composite beams with different combination forms	61
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	61
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	61
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	60
Design and instability issues of log-house timber panels under in-plane compression loads	60
Design of cold-formed high strength steel irregular octagonal hollow section columns	60
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures	60
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	60
Development and experimental study of a replaceable double stage coupling beam damper	60
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	59
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates	59
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	59
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	59
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	59
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	59
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	58
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge	58
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences	58
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	58
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	58
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	58
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	58
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	57
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)	57
Experimental insights into the seismic behaviour of flanged URM walls	57
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design	57
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	57
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	57
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization	56
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	56
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	56
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	56
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	56
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	56
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	56
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	56
Optimal log floor patterns	55
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach	55
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties	55
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	55

Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions	55
Fatigue strength of normal and high strength steel joints improved by weld profiling	55
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	55
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	55
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	55
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net	55
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	55
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings	55
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section	55
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	55
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	54
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment	54
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface	54
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	54
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	54
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	54
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	54
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment	54
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	54
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	54
Study on the estimate for seismic response of high-speed railway bridge-track system	54
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement	53
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes	53
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	53
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity	53
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings	53
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	53
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	53
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	53
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	52
Editorial Board	52
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	52
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method	52
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	52
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck	52
Reliability analysis of progressive collapse resistance in base-isolated structures subjected to seismic loads: A framework based on total probability theorem	52
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	52
A novel methodology for structural health monitoring of buildings subjected to earthquakes	51
Channel mode attention network for structural damage identification	51
An analytical modeling for free vibration of pre-twisted mechanical metamaterial sandwich blade with cube-centered truss lattice core	51
Bearing capacity of post-tensioned concrete local anchorage zones under special bearing plates with multiple bearing surfaces	51
Bond-slip models for textile reinforced mortar strengthened masonry walls	51
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning	51
PSDM: A parametrized structural dynamic modeling method based on digital twin for performance prediction	50
GNN-LSTM-based full-field temperature prediction of bridges using sparse sensor data and heat-transfer analysis	50
Evaluation of shear strength models for ETS-FRP-retrofitted beams subjected to shear-critical failure	50
Shear capacity of additively manufactured stainless steel bolted connections after fire	50
Pull-out behavior of the pre-installed lifting anchor with supplementary reinforcement for the precast concrete segments of wind turbine hybrid towers	50
A numerical model for settlement analysis of circular plates on multilayered soil	50
A novel theoretical analysis on mechanical properties of bolted joints under torsional loads considering service torque	50
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints	50
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads	49
Corrigendum to “Experimental and analytical investigations into flexural behavior of composite beams with UHPC T-section and HRS H-section” [Eng Struct 315 (2024) 118445]	49
Shear behavior and strength evaluation of spiral-confined drift-hardening square concrete columns	49
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion	49
Criteria for identifying vulnerability classes for rocking masonry church façades via fragility curves	49
Behaviour of GFRP-timber hybrid beams in torsion and bending	49
A composite prismatic structure with thermal-torsion coupling effect	49
Piezoelectric layer guided in-plane surface waves with flexoelectricity and gradient effects	49
A stability-based energy-dissipation design method of viscoelastic dampers	48
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method	48
Editorial Board	48
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets	48
A SI-based method for determining the interfacial damage condition of a steel-concrete composite girder	48
Enhancing load prediction for structures with concrete overlay using transfer learning of time–frequency feature-based deep models	48
Thin-walled conformable low-pressure tanks with large taper angles	48
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates	48
A new shell study for dynamical characteristics of nanocomposite shells with various complex profiles – Sinusoidal and cosine shells	48
Experimental study on the flexural strengthening of one-way RC slabs with end-buckled and/or externally bonded CFRP sheets	48
Crushing behaviors and optimization design of 3D printed rib-filled corrugated structures with shape-memory function	48
Quantitative post-earthquake building condition inference from exterior drift-sensitive nonstructural damage observations	48
Field investigation and numerical analysis of horizontal cracking in ledge girders of post-tension concrete bridges	48
Factors affecting flexural properties of RC beams strengthened with gradually prestressed NSM CFRP strips	47
Instability of compressed members in timber trusses assembled with punched metal plates	47
A numerical study of erosion void and corrosion effects on the performance of buried corrugated steel culverts	47
Torsion design of CFRP-CFST columns using a data-driven optimization approach	47
Applicability of existing CRTS II ballastless track – Continuous girder bridge system under near-field transverse rare earthquake	47
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces	47
Experimental behavior of interior and exterior steel-concrete composite NPS® beam-column joints	47
Failure modes of bonded wrapped composite joints for steel circular hollow sections in ultimate load experiments	47
Ensemble of long short-term memory recurrent neural network for semi-active control of tuned liquid wall damper	47
Design of stainless steel CHS-concrete infill-carbon steel CHS double-skin stub columns	47
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings	46
Design of biaxially loaded external slab column connections	46
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain	46
Seismic fragility analysis of suspended cable trays in civil buildings	46
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion	46
Experimental investigation and seismic analysis of a novel self-centering piston-based bracing archetype with polyurethane cores	46
DSM design of LSF walls subject to distortional buckling	46
Effect of the infill walls on vertical peak floor acceleration demands of RC frames under seismic excitation	46
Optimization framework for cost and carbon emission of timber floor elements	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
Experimental and two-scale numerical studies on the behavior of prestressed concrete-steel hybrid wind turbine tower models	46
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames	46
Modified performance-based plastic design for self-centering structures	46