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 2021-12-01 to 2025-12-01.)
ArticleCitations
Critical analysis of seismic codes’ provisions on second order effects209
Reliability-based capacity safety factor for G20Mn5 cast steel joints172
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections169
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams165
Editorial Board157
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method149
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]145
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams129
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects128
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures127
Experimental insights into the seismic behaviour of flanged URM walls127
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network127
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading125
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab120
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers118
Optimal log floor patterns118
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach116
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface114
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings114
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification113
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts112
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties108
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 structures108
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory107
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns106
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns103
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms102
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers102
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening100
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck100
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form99
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns97
Vision-based model updating and evaluation of miter gates on inland waterways96
Experimental and numerical study on a novel staggered truss with chord-connected steel plates96
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension94
Baseline-free absolute strain estimation for cylindrical structures92
Editorial Board91
Multi-level performance-based seismic design optimisation of RC frames90
The effect of concentrated loads on open-well masonry spiral stairs90
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization89
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment88
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load88
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells88
Stability and design of stainless steel hollow section columns at elevated temperatures87
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading87
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels86
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions86
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations86
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow86
Experimental study on the flexural response of UHPC beams encased high-strength section steel85
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations85
Fire performance and post-fire residual behavior of insulated CFRP shear-strengthened RC beams: An experimental and numerical study85
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing85
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam85
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity83
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear81
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach80
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 columns80
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section79
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 state79
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation79
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire77
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings77
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns77
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings76
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings76
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression75
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning75
A novel joint for driven concrete geothermal energy pile foundations75
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures74
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings74
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction74
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling74
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement74
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions74
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments73
Study on the estimate for seismic response of high-speed railway bridge-track system73
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids73
Modular assembly of tensegrity structures with diverse mesh division forms72
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration72
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net71
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete71
Gaps in the post-breakage out-of-plane bending stiffness assessment of 2-ply partially damaged laminated glass elements under short-term quasi-static loads71
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour70
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts70
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers69
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges69
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading68
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads68
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach68
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse68
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation67
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments67
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data67
Shear strength of an anchor post-installed into a hardened concrete member66
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation66
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions65
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors65
Flexural behavior of partially encased cellular beams: Tests and design implications65
Seismic performance factors for timber buildings with woodframe shear walls65
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams65
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering65
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design65
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions65
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete64
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy64
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring64
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads64
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections63
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube63
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings63
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression63
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber63
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement63
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns63
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure62
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect62
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra62
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes62
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames61
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures61
Development and experimental study of a replaceable double stage coupling beam damper61
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket60
Machine learning-based wind pressure prediction of low-rise non-isolated buildings60
Design and instability issues of log-house timber panels under in-plane compression loads60
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences60
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices60
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge60
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization59
Study on flexural performance of stainless steel-timber composite beams with different combination forms59
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence59
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates59
A model for the initial stiffness of the face plate component59
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames59
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method59
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction59
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks59
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands59
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures59
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties58
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation58
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams58
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect58
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement58
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations57
Scale modeling of thermo-structural fire tests of wood members57
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load57
Design of cold-formed high strength steel irregular octagonal hollow section columns57
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams57
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences57
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors57
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure57
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates57
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge57
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix56
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams56
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors56
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections56
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea56
Transition analysis of flat-foldable origami-inspired deployable shelter concepts56
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment56
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability55
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer55
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement55
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision55
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios55
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment55
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system55
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck55
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity55
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures55
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression54
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads54
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures54
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model54
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals54
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification54
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)54
Bearing capacity of post-tensioned concrete local anchorage zones under special bearing plates with multiple bearing surfaces53
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite53
Multi-step cable force prediction based on hypergraph spatiotemporal deep learning53
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control53
Editorial Board53
Evaluation of shear strength models for ETS-FRP-retrofitted beams subjected to shear-critical failure53
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges53
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads53
Fragment velocity distribution formula of the thin-walled structure subjected to two-line asymmetrically initiated explosion52
Pull-out behavior of the pre-installed lifting anchor with supplementary reinforcement for the precast concrete segments of wind turbine hybrid towers52
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]52
A numerical model for settlement analysis of circular plates on multilayered soil52
A composite prismatic structure with thermal-torsion coupling effect52
A novel theoretical analysis on mechanical properties of bolted joints under torsional loads considering service torque52
Research on pressure prediction of complex wind pressure measuring points in typical structures based on artificial intelligence51
A layer-wise plasticity-based approach for the analysis of reinforced concrete shell structures using a mixed finite element51
Hybrid retrofitting for upgrading the seismic performance of adjacent bridges vulnerable to different damage modes including pounding51
A simplified equivalent beam model for deflection analysis of rebar cages51
Effect of the strengthening patterns on the flexural performance of RC continuous beams using FRP reinforcements51
Seismic performance evaluation of wind turbine towers on a mountainous slope51
Simulation of snow loads on the PV based on an improved multi-layer snowmelt model51
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending51
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads50
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames50
Three-stage optimization framework of functionally graded stiffened cylindrical shells under thermal environment50
Self-similarity and probability density function of the transient response of fractional compound motion50
Shaking table tests on masonry structures retrofitted with steel-polymer mortar after earthquake damage50
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components50
Experimental and two-scale numerical studies on the behavior of prestressed concrete-steel hybrid wind turbine tower models50
Free oscillations of porous multi-graded graphene oxide nanocomposites coupled hemispherical-cylindrical shell-configuration structures under various edge constraints50
Dynamic performance of ultra-long stay cable in small-scale extreme winds50
Modified performance-based plastic design for self-centering structures50
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation50
Experimental behavior of interior and exterior steel-concrete composite NPS® beam-column joints49
Experimental Test of The Gap Reinforced Fastened Connection (GRFC): A highly stiff and ductile reinforced connection concept with reduced pinching for timber structures49
DSM design of LSF walls subject to distortional buckling49
Reliability-based optimum distribution of seismic energy dissipation devices in fuzzy structural systems using meta-models49
Improved softened truss model for prestressed concrete composite box girders with corrugated steel webs under pure torsion49
Design of biaxially loaded external slab column connections49
Seismic fragility analysis of suspended cable trays in civil buildings49
Effect of column compactness on cyclic behavior of bare and composite beam-to-HSS column connections49
Innovative shear connectors for composite cold-formed steel-timber structures: An experimental investigation49
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings49
A numerical study of erosion void and corrosion effects on the performance of buried corrugated steel culverts49
Wind-induced tension and deflection of multi-span bundled transmission conductors using aeroelastic model wind tunnel test49
Bed joint reinforcement of shear walls using threaded titanium rods48
Shear behavior and strength evaluation of spiral-confined drift-hardening square concrete columns48
Thin-walled conformable low-pressure tanks with large taper angles48
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system48
Quantitative post-earthquake building condition inference from exterior drift-sensitive nonstructural damage observations48
Crushing behaviors and optimization design of 3D printed rib-filled corrugated structures with shape-memory function48
Piezoelectric layer guided in-plane surface waves with flexoelectricity and gradient effects48
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability48
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method48
Editorial Board47
Punching shear behavior and corrosion resistance of composite slab-column connections reinforced by BFRP and steel rebar47
Criteria for identifying vulnerability classes for rocking masonry church façades via fragility curves47
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method47
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets47
Failure modes of bonded wrapped composite joints for steel circular hollow sections in ultimate load experiments47
A new shell study for dynamical characteristics of nanocomposite shells with various complex profiles – Sinusoidal and cosine shells47
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints47
Cyclic loading response of precast concrete frame with composite beams prestressed by partially bonded draped tendons under high axial compression47
Response of shear critical reinforced concrete frames and walls under monotonic loading47
Numerical investigation on a seismic testing campaign on adjustable pallet rack speed-lock connections47
Virtual-real twin data powered deep adaptive detection method for corrosion damage in cable aluminum sheath structure using helical guided waves47
Coupled CFD-FE analysis of a long-span truss beam exposed to spreading fires47
Structural damping ratio identification with iterative compensation for spectral leakage errors using frequency domain decomposition47
Experimental and theoretical study on concrete-filled T-shaped steel tubular columns under uniaxial eccentric compression47
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates47
Enhancing load prediction for structures with concrete overlay using transfer learning of time–frequency feature-based deep models47
Seismic performance of a hybrid system combining hot-rolled steel frame with steel-sheathed cold-formed steel shear wall46
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