Engineering Structures

Papers
(The TQCC of Engineering Structures is 17. 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 2022-06-01 to 2026-06-01.)
ArticleCitations
Editorial Board256
Baseline-free absolute strain estimation for cylindrical structures201
Stability and design of stainless steel hollow section columns at elevated temperatures193
Experimental and numerical analysis of the mechanical behavior of a demountable bolted steel-concrete composite beam187
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method180
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands161
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections158
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts151
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties140
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory140
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction134
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear131
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation129
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures128
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures126
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams122
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns121
Real-time generalizable structural topology generation via fourier and latent modulated neural networks informed by few prior designs120
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure118
Reliability-based capacity safety factor for G20Mn5 cast steel joints116
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]115
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire114
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads114
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification110
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load110
Critical analysis of seismic codes’ provisions on second order effects109
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames109
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams106
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form103
Vision-based model updating and evaluation of miter gates on inland waterways103
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading102
Epistemic uncertainty in the seismic performance assessment of isolated buildings due to high damping rubber bearing model selection102
Linear helical printing: A novel approach to 3D printing concrete structures with enhanced integrity100
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells100
Procedure and test stand for determining the shear strength of masonry wall joints – Comparative and numerical analysis99
Comparative study of interfacial bond strength of steel H-pile with ultra-high performance and polymer concrete jacket99
Prediction of human walking vertical load based on markerless human gait capture using multi-view cameras and LSTM network98
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete97
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing97
Fatigue performance of welded T-joints between S690 circular hollow sections under cyclic in-plane bending actions95
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors93
Design and instability issues of log-house timber panels under in-plane compression loads93
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads93
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns93
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading92
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams92
The effect of concentrated loads on open-well masonry spiral stairs92
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction91
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading90
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision90
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability90
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete90
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation89
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals88
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy88
Shaking table tests of unreinforced and retrofitted rectangular three-leaf masonry walls under triaxial seismic excitation86
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks86
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 columns85
A two-dimensional discrete metasurface for wireless acoustic communication through water–air interface84
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression84
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions83
Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers83
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression82
Fatigue damage in wire rope connections of modular floating breakwater arrays: A combined time- and frequency-domain approach82
UAV-based bridge inspection: RAS-YOLO11 for efficient and accurate multi-class surface defect detection82
Multi-level performance-based seismic design optimisation of RC frames81
Equivalent design wave selection on the extreme stress of OC5-DeepCwind semi-submersible hull for floating offshore wind turbine81
Reduced dataset-based machine learning model for blast damage assessment of reinforced concrete columns80
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse80
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix79
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts79
A model for the initial stiffness of the face plate component78
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement78
Cracking behavior and crack width prediction in steel-concrete composite beams under negative bending moment: A comparative study of web and deck configurations78
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams77
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms77
Transition analysis of flat-foldable origami-inspired deployable shelter concepts77
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab75
Behaviour and design of extended endplate hybrid steel beam-column connections at elevated temperatures75
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening74
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings74
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions74
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections74
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings74
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors73
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations73
Design of cold-formed high strength steel irregular octagonal hollow section columns73
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates72
Study on the estimate for seismic response of high-speed railway bridge-track system72
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions72
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system72
Time-dependent seismic fragility and resilience assessment of a sea-crossing cable-stayed bridge under combined effects of corrosion and scour71
Magnetorheological intelligent chiral metamaterials with ultra-low frequency bandgap71
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios71
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns70
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences70
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge70
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension70
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures70
Experimental study on the flexural response of UHPC beams encased high-strength section steel70
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes70
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning69
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations69
Scale modeling of thermo-structural fire tests of wood members69
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity69
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization69
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments68
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck68
Fire performance and post-fire residual behavior of insulated CFRP shear-strengthened RC beams: An experimental and numerical study68
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects67
Development and experimental study of a replaceable double stage coupling beam damper67
A physics-informed transformer model for long-sequence time-history response prediction of containment structures under mainshock-aftershock sequences66
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges66
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering66
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach66
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment66
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea66
Experimental insights into the seismic behaviour of flanged URM walls66
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames65
Shear strength of an anchor post-installed into a hardened concrete member65
Compressive behavior of masonry column confined reinforced with ECC and GFRP grids65
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge65
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect65
Optimal log floor patterns64
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement64
Experimental investigation and interpretable machine learning prediction of the axial compressive behavior of prefabricate F3T-shaped thin concrete-encased steel columns63
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer63
Investigation on three-dimensional coupled vibration in wind-structure interaction of high-rise structures using fully-coupled numerical simulation63
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges63
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections63
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams62
Deep learning-based realtime multiload response prediction and inverse analysis of offshore bridges62
Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section62
Crushing characteristics and energy absorption behaviour of sloped-truncated origami tube62
Study on flexural performance of stainless steel-timber composite beams with different combination forms62
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification62
Axial compressive behavior of four-opening concrete filled sandwich steel tube (FCFSST) stub columns62
Interfacial shear property and flexural behavior of a novel stud-free steel-UHTCC composite bridge deck62
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings62
Axial compressive stress-strain relationship and flexural analysis of ECC beams allowing for size effect62
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure62
Fire-induced spalling in hybrid polyethylene fiber-reinforced engineered cementitious composite panels61
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration61
Automated Bayesian operational modal analysis using modal invariant subspace of power spectrum61
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization61
Structural vibration mitigation of spar-type floating offshore wind turbine under wind and waves using optimized tuned dampers61
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net61
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling61
Study on the thermal response and key parameters for passive fire protection of bridge cables under different fire conditions61
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra61
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 state60
Behaviour of bamboo scrimber sheathing-to-framing screwed connections60
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates60
A novel bidirectional friction damper for retrofitting of RC precast structures: Experimental and numerical assessment60
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads60
Consistent thermodynamics analysis of restrained steel columns in fire – Part 2: Application to the voxels-based Rayleigh-Ritz method60
Investigation of fatigue characteristics and damage behaviour in weathering steel plug-welded structures59
Parametric design of hybrid mass–damper–inerter for reliability enhancement of spar-type floating offshore wind turbines under typhoon conditions59
Ultimate capacity assessment of reinforced concrete half-joints59
Automatic identification of operational modal parameters for train suspension systems based on an improved SSI-FCM59
Performance assessment of timber support system subjected to combined actions59
Experimental and analytical study of UHPC confined concrete under eccentric compression59
Investigation of wind load characteristics and structural responses in asymmetric linked twin-tower high-rise buildings58
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)58
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures58
Gaps in the post-breakage out-of-plane bending stiffness assessment of 2-ply partially damaged laminated glass elements under short-term quasi-static loads58
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite58
Optimized design of steel structural systems for reduced carbon footprint and enhanced resiliency in wind58
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model58
Learning multi-dimensional sensor relationships for robust marine pipeline leakage non-destructive detection via adaptive graph networks57
Probabilistic seismic performance assessment of base-isolated buildings incorporating SMA gap dampers for pounding mitigation57
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control57
Flexural behavior of partially encased cellular beams: Tests and design implications57
Coupled effects of fracture morphology on long-term seepage-dissolution evolution of concrete face slabs by combined cyclic loading-unloading tests and numerical simulations57
Finite element buildability analysis of 3D printed concrete including failure by elastic buckling and plastic flow57
A novel joint for driven concrete geothermal energy pile foundations57
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties57
Modular assembly of tensegrity structures with diverse mesh division forms57
Experimental behaviour and confinement-based design method for concrete-filled stainless steel tube short columns57
Experimental and numerical study on a novel staggered truss with chord-connected steel plates56
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments56
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach56
Multi-point joint prediction of zone-wise arch dam displacements based on spatial partition and deep ensemble selective regression chain56
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression56
Nonlinear numerical modelling of onshore wind turbine foundations validated with experimental data56
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices56
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams55
The role of friction in the response of cross-laminated timber buildings under low-amplitude seismic loads55
Reliability analysis of progressive collapse resistance in base-isolated structures subjected to seismic loads: A framework based on total probability theorem55
A numerical model for settlement analysis of circular plates on multilayered soil55
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber55
Hazard-consistent performance comparison of ASCE and Eurocode-compliant steel moment frames55
Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling55
Seismic performance improvement using bolt-on isolators on interconnected slender electrical equipment55
Editorial Board55
Quantitative post-earthquake building condition inference from exterior drift-sensitive nonstructural damage observations55
Experimental investigation and seismic analysis of a novel self-centering piston-based bracing archetype with polyurethane cores55
Understanding shear-resisting mechanism in reinforced engineered cementitious composite (ECC) beams using distributed strain measurements54
Crushing behaviors and optimization design of 3D printed rib-filled corrugated structures with shape-memory function54
Experimental study on cyclic behaviour of low yield point steel buckling-restrained braces54
Effect of column compactness on cyclic behavior of bare and composite beam-to-HSS column connections54
Innovative shear connectors for composite cold-formed steel-timber structures: An experimental investigation54
Topological rainbow trapping, concentration and guiding in graded elastic valley phononic crystal plate54
Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique53
Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire53
Quantifying robustness in tall timber buildings: A case study53
Second-order analysis method for pile-supported structures using neural-operator element method53
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain53
Geometric consistency enhanced deep convolutional encoder-decoder for urban seismic damage assessment by UAV images53
Vibration mitigation of long-span bridges with damped outriggers53
Multi-layered solid element for seismic analysis of rubber bearings considering stress continuity based on finite particle method53
Full-range stress–strain relationship and fracture model for laser cladding additively manufactured 316L stainless steel sheets53
Probabilistic fatigue life prediction of corroded PC beams considering spatial variability of pitting corrosion52
Simulation of snow loads on the PV based on an improved multi-layer snowmelt model52
Reliability of inelastic wind excited structures by dynamic shakedown and adaptive fast nonlinear analysis (AFNA)52
A layer-wise plasticity-based approach for the analysis of reinforced concrete shell structures using a mixed finite element52
Thin-walled conformable low-pressure tanks with large taper angles52
Free oscillations of porous multi-graded graphene oxide nanocomposites coupled hemispherical-cylindrical shell-configuration structures under various edge constraints52
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending52
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability52
Editorial Board52
Shear behavior and strength evaluation of spiral-confined drift-hardening square concrete columns52
Bayesian Fourier neural operator for digital twin-based structural performance identification of PC girder bridges52
A simplified equivalent beam model for deflection analysis of rebar cages52
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames52
Modelling of composite fin-plate connections under fire conditions using component-based method52
Full-scale testing and nonlinear finite element analysis of a pioneering fully prefabricated noise barrier wall system52
Application of neural networks for light gauge steel fire walls51
A force-resisting rotary friction damper (RFD): Verification and comparison with traditional RFD51
Shear capacity of additively manufactured stainless steel bolted connections after fire51
Shielding and wind direction effects on wind-induced response of cable-supported photovoltaic array51
Transportation-induced acceleration and shear deformation responses of volumetric steel modules with light-framed gypsum walls: Road test results51
Bed joint reinforcement of shear walls using threaded titanium rods51
An experimental study on fatigue debonding growth of RC beams strengthened with prestressed CFRP plates51
Strengthening RC eccentrically loaded columns by CFRP at different levels of initial load51
Bond-slip models for textile reinforced mortar strengthened masonry walls51
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames51
Anti-progressive collapse performance and design method of novel T-stub connections51
Dynamic reliability assessment of structural systems subjected to stochastic mainshock–aftershock sequences50
Prescriptive maintenance of prestressed concrete bridges considering digital twin and key performance indicator50
Behaviour of GFRP-timber hybrid beams in torsion and bending50
Nonlinear numerical assessments for the in-plane response of historic masonry walls50
Three-stage optimization framework of functionally graded stiffened cylindrical shells under thermal environment50
Dynamic performance prediction of an annular tensegrity structure based on similitude method50
Advancing blast fragmentation simulation of RC slabs: A graph neural network approach50
Punching shear behavior and corrosion resistance of composite slab-column connections reinforced by BFRP and steel rebar50
Cyclic loading response of precast concrete frame with composite beams prestressed by partially bonded draped tendons under high axial compression50
Experimental and numerical study of polyurea coating systems for blast mitigation of concrete masonry walls50
Full-scale tests of two-storey precast reinforced concrete shear walls: Investigation of strength and deformation capacity50
Static mechanical properties and stress wave attenuation of metaconcrete subjected to impulsive loading50
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