Engineering Structures

Papers
(The TQCC of Engineering Structures is 12. 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 2021-03-01 to 2025-03-01.)
ArticleCitations
Numerical modelling of reinforced concrete frames with masonry infills and rubber joints241
Long-term creep behavior of timber columns: Experimental and numerical protocols211
Reliability of ultrasonic tomography in detecting grouting defects in post-tensioned structures by PoD curves199
A multi-strut model for the hysteresis behavior and strength assessment of masonry-infilled steel frames with openings under in-plane lateral loading187
Band gap characteristics of bionic acoustic metamaterials based on spider web129
Experimental study and numerical model of a new passive adaptive isolation bearing129
Critical analysis of seismic codes’ provisions on second order effects125
Mesoscale modelling on shear behavior of RC beams at low temperature: Influences of structural size and shear span-to-depth ratio118
Examination of load-deformation characteristics of long-span bridges in harsh natural environments based on real-time updating artificial neural network117
Punching shear tests in flat slabs supported on re-entrant corner columns113
Drive-by bridge mode shape identification using novel reference-based component scaling method112
Seismic behavior of drift-hardening precast concrete walls reinforced with SBPDN rebars111
A novel deep learning-based method for generating floor response spectra of building structures110
Mechanics-based machine learning for failure classification of load-bearing walls109
Enhancing compressive behaviour of seawater sea sand concrete filled hybrid carbon-glass FRP tubes exposed to seawater: Effect of thickness107
Shaking table test of prefabricated equipment cabins with a resilient steel frame at the bottom104
Experimental study on shear mechanism of a new TU-type connector at HSS-UHPC interface103
Axial capacity of cold-formed steel channel sections with slits102
Novel 3D FRP systems used for casting and reinforcing low-carbon concrete elements98
Simplified method to detect resonance effects in railway bridges. Viaduct over Aragón River and Almonte bridge application97
Experimental and numerical study on cyclic behavior of precast segmental railway bridge columns with lap-spliced rebar connections using UHPC wet joints94
Experimental study of bond-slip relationships in high-performance self-consolidating concrete with plain steel bars93
Collapse fragility analysis of historical masonry buildings considering in-plane and out-of-plane response of masonry walls.93
An innovative sliding-controllable laminated rubber bearing for enhancing seismic performance of highway bridges93
Retraction Notice to “Shear and flexural performance of low, normal and high-strength concrete beams reinforced with longitudinal SMA, GFRP and steel rebars” [Eng. Struct. 221 (2020) 111086]92
Modal dynamic and response spectrum analyses of rectangular flexible water containing structures through modified ground motion accelerations90
Editorial Board87
A simplified model for rocking panels with friction connections86
Development of strength reduction factors for performance-based seismic design of bridges in far-fault seismic regions86
Enhancing the energy absorption capability of auxetic metamaterials through auxetic cells within re-entrant circular units84
Using the load distribution between girders to monitor the condition of bridges83
A consistent safety format and design approach for brittle systems and application to textile reinforced concrete structures82
A decoupled SPH-FEM analysis of hydrodynamic wave pressure on hyperbolic-paraboloid thin-shell coastal armor and corresponding structural response81
Application of artificial neural network to predict buckling load of thin cylindrical shells under axial compression81
A new approach to estimate the lead core characteristic strength of lead rubber bearings79
Interlayer area damage modeling and damage-based seismic fragility analysis of high-speed railway bridge and track system79
Analytical approach and design method for evaluation of compressive arch action of precast concrete beams78
Characterisation of mortarless refractory masonry joints under elevated temperatures77
Benchmark of calibrated 2D and 3D track models for simulation of differential settlement in a transition zone using field measurement data77
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea76
Fatigue life evaluation of bridge stay cables subject to monitoring traffic and considering road roughness76
Establishment and evaluation of conditional GAN-based image dataset for semantic segmentation of structural cracks76
The effect of concentrated loads on open-well masonry spiral stairs76
Experimental calibration of a one degree of freedom biodynamic model to simulate human walking-structure interaction75
Detection of rupture inside rubber bearings using active sensing method74
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation74
Finite element model of beam-end specimen with different qualities of reinforcing bar encapsulation73
A comprehensive review of self-powered sensors in civil infrastructure: State-of-the-art and future research trends73
Experimental investigation on the dowel-bearing properties of neosinocalamus affinis-based bamboo scrimber72
A new damage factor for seismic assessment of deficient bare and FRP-retrofitted RC structures72
Experimental and analytical evaluation of the performance of hybrid steel-CFRP pipelines at high external pressures72
Experimental and analytical study on the behaviour of circular concrete filled steel tubes in cyclic bending72
Editorial Board71
Data-driven shear strength prediction of RC beams strengthened with FRCM jackets using machine learning approach71
Enhancing seismic assessment and risk management of buildings: A neural network-based rapid visual screening method development71
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization71
A Trilinear Hysteretic Model and Design Procedure for Unbonded Fiber‐Reinforced Elastomeric Isolators71
Seismic resilience assessment of reinforced concrete bridges constructed with tall piers in the deep-water environment70
Development and experimental study of a replaceable double stage coupling beam damper70
Investigation on metadamping and energy dissipation in thin-walled mono-symmetric metabeam69
Interfacial shear behavior between prefabricated Strain-Hardening Ultra-High-Performance Concrete (SH-UHPC) and cast-in-place concrete69
Seismic fragility estimation through real-time hybrid simulation and surrogate-based multi-fidelity Monte Carlo predictor68
A review of optimum seismic design of RC frames: State-of-the-art, challenges and future directions67
Multi-stage perfect load-bearing behavior for tandem honeycomb by face-centered hierarchical strategy67
Cyclic behaviour of Glulam, LVL and GLVL shear walls and their base connections67
Editorial Board65
Seismic performance study of plastic hinge region using PVA-ECC composite bridge piers65
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading65
Experimental investigation of progressive collapse resistance of bonded local prestressed concrete frame substructures65
Seismic performance of RC coupled shear wall structure with hysteretic-viscous replaceable coupling beams: Experimental and numerical investigations64
Superior vibration isolation performance of inerter dampers for SDOF structures under narrowband random excitations63
Investigating the static flexural properties of prefabricated sandwich panels utilizing bamboo fiber recycled aggregate concrete62
A multi-task machine learning approach for data efficient prediction of blast loading62
Behaviour of large-diameter high-strength bolted shear connections for prefabricated composite beams62
Methodology for mapping bridge temperature–deflection considering uncertainty62
Effects of turbulence intensity and integral length scale on wind-induced vibrations of a three-dimensional aeroelastic square cylinder61
Assembled self-centering brace with replaceable friction damper for seismic resilience: Development and mechanical behavior research61
Topological data analysis-based damage indices for plastered stone masonry walls under cyclic loading60
Reversible energy absorbing behaviors of shape-memory thin-walled structures60
Free vibration of functionally graded graphene platelets reinforced porous composite plate with a diamond-shaped hole and two cracks60
The effect of wire rupture on flexural behavior of 45-year-old post-tensioned concrete bridge girders60
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
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)59
Impact behavior of concrete-filled steel tube with cruciform reinforcing steel under lateral impact load59
Dynamic soil–structure interaction of a three-span railway bridge subject to high-speed train passage59
Finite element formulation for distortional lateral buckling of I-beams58
Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading58
Structural behavior of RC beams strengthened with prestressed near surface mounted technique using basalt FRP bars57
Light timber framed wall under fire: Effect of the load and cladding57
Experimental investigation of doubly-symmetric built-up I–girders subjected to high moment gradient57
Generalized method for identifying yield-line patterns in T-stubs using discontinuity layout optimization57
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression57
Shear-bond behavior of nanocellulose-modified SHCC composite slabs: Translating material-level capacity into improved structural performance57
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates56
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear56
Experimental evaluation of strategies for wind turbine farm-wide fatigue damage estimation56
Machine learning accelerated transient analysis of stochastic nonlinear structures56
In-plane free vibration of a two-cable network with multiple flexible cross-ties considering the effects of dynamic axial forces of the cables55
Dynamic control of pre-stressed cable systems by using frictional sliding cables55
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression54
Experimental characterisation of the moment-rotation behaviour of beam-beam connections using compressed wood connectors54
Fatigue assessment of cruciform joints: Comparison between Strain Energy Density predictions and current standards and recommendations54
Using finite element analysis to predict the damage in FGM-3D notched plate under tensile load; Different geometric concept53
Deformation capacity of FRP retrofitted reinforced concrete columns with corroded reinforcing bars53
Lateral load response of L-shaped steel–concrete composite shear walls using multi-partition steel tube53
Development of a novel haunched link for eccentrically braced frames53
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings53
Simulation of impact force generated by an ISO tapping machine on a wooden slab using explicit dynamics analysis53
Structural performance of composite connections with a uniaxial symmetric steel-beam section53
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams53
Cyclic behavior of steel-precast concrete hybrid frames with high stiffness steel connections52
Cyclic behavior of bridge columns with partially unbonded seven-wire steel strands to increase post-yield stiffness52
Brittle failure of laterally loaded self-tapping screw connections for cross-laminated timber structures52
New predictive equations for LDB strength assessment of steel–concrete composite beams52
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening52
Numerical study of thermomechanical behaviour of reinforced concrete beams with and without textile reinforced concrete (TRC) strengthening: Effects of TRC thickness and thermal loading rate52
Influence of cyclic hardening characteristic on seismic performance of welded austenitic stainless steel H-section beam-column51
Testing and analysis of screw-connected moment joints consisting of glued-laminated timbers and birch plywood plates51
Design of cold-formed high strength steel irregular octagonal hollow section columns51
Probabilistic ductile deformation limit state prediction of monolithic exterior shear keys based on quantile regression machine learning techniques50
Seismic performance research on precast wall-beam out-of-plane joint with ECC post-cast zone50
A framework for evaluating steel loss from the evolution of corrosion-induced deflections in reinforced concrete beams with non-uniform reinforcement corrosion50
A model for stud groups subjected to shear and moment50
Dynamic analysis of the effects of vehicle movement over bridges observed with CCTV images50
Editorial Board50
Deterioration pattern of the axial compressive properties of steel-reinforced concrete columns owing to chloride salt erosion49
Buffeting characteristics of cable-stayed box beam bridge based on pressure measurement test of full bridge aeroelastic model49
Discussion of the paper “M. Askari-sedeh and M. Baghani, On the extension-torsion of short hyperelastic tubes of axially functionally-graded materials”, Engineering Structures, 301 (2024) 11734449
Anchorage of shear reinforcement in beams and slabs49
Modelling of laminated glass PVB walls of buildings exposed to vehicle impact with different speeds49
Cyclic behaviors of SHS columns subjected to small amplitude loading48
Finite element modelling of reinforced masonry walls under axial compression48
Editorial Board48
Seismic performance of glulam frame with friction damper and column shoe: Experimental investigation and simplified numerical model48
Seismic response evaluation of spring-based piston braced frames by employing closed-loop dynamic (CLD) testing48
An improved weak-form quadrature element (IWQE) method for static and dynamic analysis of non-homogeneous plane trusses48
Assessment of the rotational stiffness of single-riveted joints in a steel lattice girder by modal analysis48
Editorial Board47
Collapse of the spatial double-layer cylinder shell by experimental study47
Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members47
Experimental investigation of a substructure in a frame with castellated steel beams in case of a column loss47
Editorial Board47
Editorial Board47
Bonded anchors with post-installed supplementary reinforcement under tension loading – Experimental investigations47
Tensile strength of circular hollow sections with squashed ends47
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy47
3D multiscale analysis method for explosion problems based on the substructure of the explosion source47
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections47
Membrane fiber element for reinforced concrete walls – the benefits of macro and micro modeling approaches47
A systematic approach to pixel-level crack detection and localization with a feature fusion attention network and 3D reconstruction46
On the design of the gate seals of the new Panama canal locks46
Network arch timber bridges with light timber decks and spoked configuration of hangers – Parametric study46
Experimental and numerical investigation on concrete filled steel tube columns reinforced with diagonal stiffeners under axial loading46
A stiffness reduction method for the in-plane design of stainless steel members and frames according with EN 1993-1-446
Reinforced concrete structural elements cast into wood-chip cement formworks subjected to compression and out-of-plane bending46
Load-carrying mechanisms of 3D post-tensioned precast concrete sub-structure under internal column removal scenario46
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries46
Editorial Board46
Strain driven mode-switching analytical framework for estimating flexural strength of RC box girders strengthened by prestressed CFRP plates with experimental validation46
Editorial Board46
Optimal design of Multiresonant Layered Acoustic Metamaterials (MLAM) via a homogenization approach46
Editorial Board46
Experimental study and structural analysis of tapered steel beams with cellular openings45
Seismic response prediction and parameters estimation of the frame structure equipped with the base isolation-fluid inerter system (FS-BIFI) based on the PI-LSTM model45
Efficiency of FRPU strengthening of a damaged masonry infill wall under in-plane cyclic shear loading and elevated temperatures45
Flexural performance of a fully-prefabricated concrete slab with double-grouted sleeve connectors: An experimental and theoretical study45
A new robust equation for shear strength of GFRP-RC deep beams using hybrid experimental and synthetic data based-FE quasi-static analysis procedure45
Form-finding for free-curved reinforced concrete shell structure considering structural performance and construction formwork45
Editorial Board45
Experimental and numerical analysis of cold-formed steel floor trusses with concrete filled compression chord45
Reliability of super-slope rack railway under bridge pier settlement45
Editorial Board45
Editorial Board45
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures45
Constitutive modeling of high strength steels; application to the analytically strengthening of thick-walled tubes using the rotational autofrettage45
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments45
Effect of member grouping and pool size of discrete cross-sections on the optimal design of a large-scale 3D steel frame45
A novel combined experimental-machine learning approach to estimate the probabilistic capacity of RC beams with spatially correlated rebar corrosion in transverse and longitudinal directions44
Seismic behavior of a precast RC frame–shear wall structure using full/half grout sleeve connections44
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties44
Effect of concrete mixture on shear behavior of prestressed concrete girders44
A decoupled double-loop method with the adaptive allowable limits for probabilistic performance-based design optimization44
Probabilistic error assessment and correction of design code-based shear strength prediction models for reliability analysis of prestressed concrete girders44
Modeling and prediction of short/long term mechanical behavior of FRP-strengthened slabs using innovative composite finite elements44
Experimental investigation and optimization for after-impact residual strength of a novel gradient corrugated structure43
Compression strength of reinforced steel angles43
A comprehensive and reliable investigation of axial capacity of Sy-CFST columns using machine learning-based models43
Auxetic honeycomb core layer effect on vibrations of annular plates based on shear deformation theory43
Numerical Study on Retrofitting of Hot Rolled Steel Beams with Cold-formed Steel Encased Channels-Design Concept using Machine Learning Method43
Shear resistance of prestressed HPFRC beams without stirrups: A mechanical analysis of shear-transfer actions based on detailed experimental measurements42
Sensitivity analysis of the numerical simulations of partially grouted reinforced masonry shear walls42
Model assessment of a bridge by load and dynamic tests42
Erratum to “Practical expressions for the design of DGUs. The BAM approach” (Engineering Structures 221 (2020) – 110993)42
Modelling the behaviour of heavy and mass timber members subjected to blast loads42
An open-source GA framework for optimizing the seismic upgrading design of RC frames through BRBs42
Blast performance of point-supported laminated glass panes with non-rigid supports42
Efficient XFEM approach for the analysis of thin-walled beams42
Concrete cone failure of single cast-in anchors under tensile loading – A literature review42
Multi-level performance-based seismic design optimisation of RC frames42
Experimental investigation of the shear response of large-scale fibre-reinforced concrete panels42
Finite element modelling of RC slabs retrofitted with CFRP strips under blast loading42
Investigation on the elastic flexural stiffness of dot-by-dot wire-and-arc additively manufactured stainless steel bars42
Experimental investigation on adhesively bonded timber-self-compacting concrete composite beams with a thin slab42
Cold-formed stainless steel RHS members undergoing combined bending and web crippling: Testing, modelling and design42
Prediction of buckling capacity of liquid-filled steel conical tanks considering field-measured imperfections42
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net42
Comprehensive evaluation method for structural behavior of concrete dams in cold regions42
Bayesian-based prediction and real-time updating of axial deformation in high-rise buildings during construction41
Development and full-scale experimental evaluation of a novel replaceable fuses metallic damper with double-stage yield mechanism41
Hybrid joining of jacket structures for offshore wind turbines – Validation under static and dynamic loading at medium and large scale41
Seismic performance of confined masonry walls with joint reinforcement and aspect ratio: An experimental study41
Scale modeling of thermo-structural fire tests of wood members41
Validation and application of analytical design approach for multi-storey platform-type CLT shear walls41
Effect of fiber architecture on tension–tension fatigue behavior of bolted basalt composite joints41
Time-domain numerical analysis of single pedestrian random walks on laminated glass slabs in pre- or post-breakage regime41
A computationally efficient framework for the simulation of the nonlinear seismic performance of infilled RC frame buildings41
Effect of dampers on the seismic performance of masonry walls assessed through fragility and demand hazard curves41
Delamination link-ups in composite laminates due to multiple hail impacts41
Steel rigid beam-to-column connections strengthened by buckling-restrained knee braces using round steel core bar dampers40
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors40
Impact of reinforcing ratio and fiber volume on flexural hardening behavior of steel reinforced UHPC beams40
Numerical analysis on fire behaviour of concrete-filled steel tubular columns after lateral impact40
Overall response of 2-ply laminated glass plates under out-of-plane loading40
Design method and seismic vulnerability of bridges using UHPC-NSC composite pier40
A surrogate deterioration model of debris retention systems towards cost-effective maintenance strategies and increased protection efficacy40
Combined upper–lower bound analysis for shear strength of transversely reinforced concrete beams under axial tension40
Bayesian optimization-based intensity measures for seismic assessment of structural systems in the near-fault region39
Editorial Board39
Effects of the drum height, joint type and bolts on the bearing capacity of composite multi-drum stone columns under static and earthquake loads39
Design load provisions for simulating the critical effect of downbursts on wind turbines39
Activation model for various punching shear reinforcement types in flat slabs and column bases optimized for design39
Effect of rebar self-stress on behavior of autoclaved aerated simply supported R/C thin beams subject to uniform transverse dead load39
Concurrent optimization of truss structures and build directions for multi-axis additive manufacturing39
The tiered competition genetic algorithm and its application in the wind-resistant optimization of a cable-stayed mast structure39
Editorial Board39
Editorial Board39
Editorial Board39
Experimental and numerical analysis of a full-scale timber-concrete-composite beam from simply supported to frame-connected39
Experimental determination of the pull-out strength of mechanically fastened steel rods into glulam beam sections having different rod lengths and washer sizes39
Machine learning-based models for predicting the progressive collapse resistance of truss string structures39
Seismic performance of concrete coupling beams subjected to prior nonlinear wind demands39
Editorial Board39
Editorial Board39
Eccentric compression behavior of partially CFRP wrapped seawater sea-sand concrete columns reinforced with epoxy-coated rebars38
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections38
Conceptual design and preliminary test of the novel structure of steel inner core-UHPC composite box girder38
In-plane shear performance and damage evolution of FRP connectors for composite sandwich panels38
Boundary coordination algorithm for real-time hybrid test of high-speed maglev train-guideway coupling vibration38
Analysis of the critical temperature on load bearing LSF walls under fire38
Flexural behavior of singly curved GFRP sandwich panel with polyurethane foam core38
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