Engineering Structures

Papers
(The TQCC of Engineering Structures is 15. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-08-01 to 2025-08-01.)
ArticleCitations
Editorial Board306
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries183
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects161
Development of a novel haunched link for eccentrically braced frames154
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]142
Editorial Board140
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]139
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands135
Experimental and numerical study on a novel staggered truss with chord-connected steel plates134
Experimental insights into the seismic behaviour of flanged URM walls132
Reliability-based capacity safety factor for G20Mn5 cast steel joints127
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation126
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections123
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension121
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams118
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading116
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 structures115
Multi-level performance-based seismic design optimisation of RC frames114
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads114
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete113
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures112
Critical analysis of seismic codes’ provisions on second order effects110
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks110
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction109
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning109
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices108
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization104
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections104
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges104
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures102
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams101
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification99
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression98
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details98
Scale modeling of thermo-structural fire tests of wood members97
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect97
The effect of concentrated loads on open-well masonry spiral stairs96
Transition analysis of flat-foldable origami-inspired deployable shelter concepts94
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads93
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete92
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load91
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect89
Baseline-free absolute strain estimation for cylindrical structures89
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation88
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network87
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames87
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system86
Gaps in the post-breakage out-of-plane bending stiffness assessment of 2-ply partially damaged laminated glass elements under short-term quasi-static loads85
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity84
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading83
Study on flexural performance of stainless steel-timber composite beams with different combination forms83
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams83
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures82
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading81
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability80
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design79
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates79
Modular assembly of tensegrity structures with diverse mesh division forms78
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)77
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings77
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression76
Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading76
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea75
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement75
Vision-based model updating and evaluation of miter gates on inland waterways74
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams74
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra73
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization73
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors72
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts72
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing71
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings71
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure71
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment70
Characteristics of tornado wind loads and examinations of tornado wind load provisions in ASCE 7–1670
Fatigue strength of normal and high strength steel joints improved by weld profiling70
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression70
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors70
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions69
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening69
Seismic performance factors for timber buildings with woodframe shear walls69
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames69
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations69
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling68
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure68
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 rectangular68
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading68
Machine learning-based wind pressure prediction of low-rise non-isolated buildings67
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck66
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences66
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors66
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating66
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring66
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment66
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control66
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence66
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers65
Seismic performance of precast concrete columns with prefabricated UHPC jackets in plastic hinge zone65
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions65
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges65
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions65
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams65
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments64
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification64
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data63
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns63
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks63
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy62
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections62
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings62
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties62
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings62
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear62
Experimental study on the flexural response of UHPC beams encased high-strength section steel62
Optimal log floor patterns61
Development and experimental study of a replaceable double stage coupling beam damper61
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments61
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement61
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach61
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads61
In-plane shear strength and damage fragility functions for partially-grouted reinforced masonry walls with bond-beam reinforcement60
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse60
Development of more accurate cyclic hysteretic models to represent RBS connections60
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 columns60
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net60
Numerical modelling for prediction of ground-borne vibrations induced by pile driving60
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix60
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory59
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures59
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration59
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures59
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections59
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab59
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals58
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns58
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach58
Flexural behavior of partially encased cellular beams: Tests and design implications58
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms58
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns57
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads57
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams57
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes57
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns57
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite56
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge56
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization56
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation56
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber55
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts55
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings55
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete55
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer55
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method55
Stability and design of stainless steel hollow section columns at elevated temperatures54
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity54
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells54
Synergistic response of steel columns to explosive thermal and long duration blast loading54
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings54
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load54
Design of cold-formed high strength steel irregular octagonal hollow section columns54
Study on the estimate for seismic response of high-speed railway bridge-track system54
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams54
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering53
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios53
Quasi-static tests of CFST embedded RC column-to-precast cap beam with socket connection53
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement53
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement53
Seismic upgrading of existing reinforced concrete buildings: A state-of-the-art review53
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form53
A novel joint for driven concrete geothermal energy pile foundations53
Numerical and analytical study of stainless steel beam-to-column extended end-plate connections53
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire53
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties52
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates52
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction52
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations52
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge52
Editorial Board52
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces52
Design method of concrete filled thin-walled steel tube column-foundation connections52
Shear strength of an anchor post-installed into a hardened concrete member52
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision52
Hazard-consistent performance comparison of ASCE and Eurocode-compliant steel moment frames52
Behavior and general design method of concrete-filled high-strength steel tube (CFHST) columns52
A model for the initial stiffness of the face plate component52
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model52
Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements51
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets51
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning51
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method51
A composite prismatic structure with thermal-torsion coupling effect51
Prestress loss of twisted wire strands and parallel wire strands at elevated temperatures51
Virtual-real twin data powered deep adaptive detection method for corrosion damage in cable aluminum sheath structure using helical guided waves51
Shaking table test of a frame structure retrofitted by externally-hung rocking wall with SMA and disc spring self-centering devices51
Analysis of the tension chord in the flexural response of concrete elements: Methodology and application to weft-knitted textile reinforcement51
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending51
Experimental Test of The Gap Reinforced Fastened Connection (GRFC): A highly stiff and ductile reinforced connection concept with reduced pinching for timber structures51
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion51
Seismic fragility analysis of suspended cable trays in civil buildings51
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings51
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method51
A numerical model for settlement analysis of circular plates on multilayered soil50
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads50
Numerical investigation on a seismic testing campaign on adjustable pallet rack speed-lock connections50
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates50
Numerical modeling of self-compacting concrete columns longitudinally reinforced with steel tubes under axial loading50
Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test50
A novel seismic-resistant reconstruction technique for fair-face rubblestone masonry50
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion49
Bed joint reinforcement of shear walls using threaded titanium rods49
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain49
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation49
Reliability of inelastic wind excited structures by dynamic shakedown and adaptive fast nonlinear analysis (AFNA)49
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components49
Numerical modeling of repaired reinforced concrete bridge columns49
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system49
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames48
Numerical and analytical investigation for ultimate capacity of steel beams strengthened with GFRP plates48
Full-range stress–strain relationship and fracture model for laser cladding additively manufactured 316L stainless steel sheets48
Full life-cycle vibration-based monitoring of a full-scale masonry arch bridge with increasing levels of damage48
Ensemble of long short-term memory recurrent neural network for semi-active control of tuned liquid wall damper48
Vibration mitigation of long-span bridges with damped outriggers48
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability48
Conceptual shaking table tests for resilient segmental bridge columns with resettable sliding joints48
Free oscillations of porous multi-graded graphene oxide nanocomposites coupled hemispherical-cylindrical shell-configuration structures under various edge constraints48
Assessing vibration induced damage in unreinforced masonry walls subject to vehicular impact – A numerical study48
Prescriptive maintenance of prestressed concrete bridges considering digital twin and key performance indicator48
Seismic design and performance of self-centering precast concrete frames with variable friction dampers47
A stability-based energy-dissipation design method of viscoelastic dampers47
Ultimate torsional resistance and failure modes of FRP-strengthened reinforced concrete members: A nonlinear design model47
Criteria for identifying vulnerability classes for rocking masonry church façades via fragility curves47
Seismic performance of stabilised/unstabilised rammed earth walls47
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method47
Investigation on dynamic performance of wind turbines using different scaling methods in wind tunnel tests47
Three dimensional simulations of FRC beams and panels with explicit definition of fibres-concrete interaction46
Field investigation and numerical analysis of horizontal cracking in ledge girders of post-tension concrete bridges46
Nonlinear numerical assessments for the in-plane response of historic masonry walls46
A generalized mechanical model with high-flexibility of viscoelastic damping materials and devices considering frequency and amplitude dependence effects46
Experimental behavior of interior and exterior steel-concrete composite NPS® beam-column joints46
Compressive behavior of the steel–concrete composite adapter for wind turbine hybrid towers46
Full static resistance of castellated steel beams with hexagonal web openings for blast response predictions46
Understanding shear-resisting mechanism in reinforced engineered cementitious composite (ECC) beams using distributed strain measurements46
Design of biaxially loaded external slab column connections46
Flexural response of reinforced concrete continuous beams strengthened with fiber-reinforced cementitious matrix (FRCM)46
A novel theoretical analysis on mechanical properties of bolted joints under torsional loads considering service torque45
Effect of column compactness on cyclic behavior of bare and composite beam-to-HSS column connections45
Optimization framework for cost and carbon emission of timber floor elements45
Full-scale tests of two-storey precast reinforced concrete shear walls: Investigation of strength and deformation capacity45
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
Buckling-controlled braces for seismic resistance inspired by origami patterns45
0.08030891418457