Engineering Structures

Article	Citations
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections	218
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams	177
Editorial Board	171
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method	160
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]	152
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams	148
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects	137
Experimental insights into the seismic behaviour of flanged URM walls	133
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network	131
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers	127
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab	127
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface	123
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification	121
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts	120
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	119
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties	115
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory	115
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns	114
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns	112
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers	111
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening	110
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck	104
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form	104
Baseline-free absolute strain estimation for cylindrical structures	103
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension	103

Multi-level performance-based seismic design optimisation of RC frames	101
The effect of concentrated loads on open-well masonry spiral stairs	101
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization	99
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment	98
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load	97
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells	96
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions	92
Stability and design of stainless steel hollow section columns at elevated temperatures	92
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading	92
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow	91
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels	90
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations	90
Experimental study on the flexural response of UHPC beams encased high-strength section steel	89
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam	89
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations	88
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments	88
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket	88
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect	88
A novel joint for driven concrete geothermal energy pile foundations	87
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios	87
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers	87
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear	86
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity	86
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	85
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach	84
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation	83
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	83
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section	82
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings	80
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids	80
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling	80
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings	80
Modular assembly of tensegrity structures with diverse mesh division forms	79
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors	78
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour	78
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data	78
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete	78
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach	78
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement	77
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy	77
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams	77
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns	76
A model for the initial stiffness of the face plate component	75
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences	75
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures	75
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks	75
Design and instability issues of log-house timber panels under in-plane compression loads	74
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads	74
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures	74
Experimental and numerical study on a novel staggered truss with chord-connected steel plates	74

Design and control analysis of a deployable clustered hyperbolic paraboloid cable net	73
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams	73
Design of cold-formed high strength steel irregular octagonal hollow section columns	73
Fire performance and post-fire residual behavior of insulated CFRP shear-strengthened RC beams: An experimental and numerical study	72
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures	71
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns	70
Study on the estimate for seismic response of high-speed railway bridge-track system	70
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures	70
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions	70
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands	70
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration	69
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation	69
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement	69
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence	68
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement	67
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation	67
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms	67
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing	66
Reliability-based capacity safety factor for G20Mn5 cast steel joints	66
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber	66
Behaviour of bamboo scrimber sheathing-to-framing screwed connections	66
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions	66
Fatigue performance of welded T-joints between S690 circular hollow sections under cyclic in-plane bending actions	66
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method	66
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck	65
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges	65
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns	65
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system	65
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification	65
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring	65
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement	64
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression	64
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering	64
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures	64
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation	63
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization	63
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments	63
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections	63
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes	62
Eccentric pull-out test and numerical investigation of bond behavior of corroded high-strength steel bars in ultra-high performance steel fiber-reinforced concrete (UHPSFRC)	62
Optimal log floor patterns	62
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges	62
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts	62
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach	61
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	61
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability	61
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix	61
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression	61
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations	61
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures	61
Scale modeling of thermo-structural fire tests of wood members	60
Vision-based model updating and evaluation of miter gates on inland waterways	60
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads	60
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors	60
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite	59
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect	59
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction	59
Equivalent design wave selection on the extreme stress of OC5-DeepCwind semi-submersible hull for floating offshore wind turbine	59
Development and experimental study of a replaceable double stage coupling beam damper	59
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings	58
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube	58
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision	58
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction	58
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment	58
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge	58
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete	58
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge	58
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load	58
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames	57
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure	57
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control	57
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression	57
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea	57
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates	57
Study on flexural performance of stainless steel-timber composite beams with different combination forms	57
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning	57
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure	57
Flexural behavior of partially encased cellular beams: Tests and design implications	57
Shear strength of an anchor post-installed into a hardened concrete member	57
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions	56

Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading	56
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames	56
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra	56
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads	56
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings	56
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse	56
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading	56
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams	56
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity	56
Machine learning-based wind pressure prediction of low-rise non-isolated buildings	55
Transition analysis of flat-foldable origami-inspired deployable shelter concepts	55
Critical analysis of seismic codes’ provisions on second order effects	55
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer	55
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates	55
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model	55
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals	55
Editorial Board	54
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices	54
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections	54
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties	54
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences	54
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings	54
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings	54
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams	54
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	54
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]	53
A numerical model for settlement analysis of circular plates on multilayered soil	53
A composite prismatic structure with thermal-torsion coupling effect	53
A novel theoretical analysis on mechanical properties of bolted joints under torsional loads considering service torque	53
Structural damping ratio identification with iterative compensation for spectral leakage errors using frequency domain decomposition	53
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion	53
Bearing capacity of post-tensioned concrete local anchorage zones under special bearing plates with multiple bearing surfaces	53
Experimental and theoretical study on concrete-filled T-shaped steel tubular columns under uniaxial eccentric compression	52
Hybrid retrofitting for upgrading the seismic performance of adjacent bridges vulnerable to different damage modes including pounding	52
Response of shear critical reinforced concrete frames and walls under monotonic loading	52
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints	52
Dynamic performance of ultra-long stay cable in small-scale extreme winds	52
Innovative shear connectors for composite cold-formed steel-timber structures: An experimental investigation	52
A simplified equivalent beam model for deflection analysis of rebar cages	52
Seismic performance evaluation of wind turbine towers on a mountainous slope	52
Cyclic loading response of precast concrete frame with composite beams prestressed by partially bonded draped tendons under high axial compression	52
Research on pressure prediction of complex wind pressure measuring points in typical structures based on artificial intelligence	52
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components	52
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method	51
Seismic performance of a hybrid system combining hot-rolled steel frame with steel-sheathed cold-formed steel shear wall	51
Failure modes of bonded wrapped composite joints for steel circular hollow sections in ultimate load experiments	51
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames	51
Thin-walled conformable low-pressure tanks with large taper angles	51
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets	51
A novel seismic-resistant reconstruction technique for fair-face rubblestone masonry	51
An analytical modeling for free vibration of pre-twisted mechanical metamaterial sandwich blade with cube-centered truss lattice core	51
Shear behavior and strength evaluation of spiral-confined drift-hardening square concrete columns	51
Quantitative post-earthquake building condition inference from exterior drift-sensitive nonstructural damage observations	51
A new shell study for dynamical characteristics of nanocomposite shells with various complex profiles – Sinusoidal and cosine shells	51
Editorial Board	51
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method	51
Preliminary numerical study on the reduction of seismic pounding damage to buildings with expanded polystyrene blocks	50
Numerical modeling of repaired reinforced concrete bridge columns	50
Bending performance of RC slabs strengthened by CFRP sheets using sprayed UHTCC as bonding layer: Experimental study and theoretical analysis	50
Full life-cycle vibration-based monitoring of a full-scale masonry arch bridge with increasing levels of damage	50
Design of stainless steel CHS-concrete infill-carbon steel CHS double-skin stub columns	50
Simulation of snow loads on the PV based on an improved multi-layer snowmelt model	50
Ensemble of long short-term memory recurrent neural network for semi-active control of tuned liquid wall damper	50
Effect of column compactness on cyclic behavior of bare and composite beam-to-HSS column connections	49
Three dimensional simulations of FRC beams and panels with explicit definition of fibres-concrete interaction	49
DSM design of LSF walls subject to distortional buckling	49
Bed joint reinforcement of shear walls using threaded titanium rods	49
Coupled CFD-FE analysis of a long-span truss beam exposed to spreading fires	49
Effectiveness of buckling restrained braces for upgrading earthquake resistant capacity of single layer grid dome	49
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion	49
Investigation of vortex-induced vibration of a cable-stayed bridge without backstays based on wind tunnel tests	49
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system	49
Effect of the strengthening patterns on the flexural performance of RC continuous beams using FRP reinforcements	49
On performance comparison of tuned mass dampers (TMD) enhanced with inerter and negative stiffness device	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
Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test	49
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability	49
Seismic fragility analysis of suspended cable trays in civil buildings	49
Self-similarity and probability density function of the transient response of fractional compound motion	48
A numerical study of erosion void and corrosion effects on the performance of buried corrugated steel culverts	48
A layer-wise plasticity-based approach for the analysis of reinforced concrete shell structures using a mixed finite element	48
Three-stage optimization framework of functionally graded stiffened cylindrical shells under thermal environment	48
Free oscillations of porous multi-graded graphene oxide nanocomposites coupled hemispherical-cylindrical shell-configuration structures under various edge constraints	48
Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints	48
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending	48
Modified performance-based plastic design for self-centering structures	48
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads	48
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames	48
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation	48
Flexural response of reinforced concrete continuous beams strengthened with fiber-reinforced cementitious matrix (FRCM)	47
Experimental study, finite element simulation and theoretical analysis on failure mechanism of steel–concrete-steel (SCS) composite deep beams with UHPC	47
Prediction of blast response of RC columns considering dynamic bond-slip between reinforcement and concrete	47
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain	47
Full-range stress–strain relationship and fracture model for laser cladding additively manufactured 316L stainless steel sheets	47
Investigation on dynamic performance of wind turbines using different scaling methods in wind tunnel tests	47