Structures

Papers
(The TQCC of Structures is 9. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands314
Cyclic behaviour of precast shear walls with damage-concentrated connectors312
Effect of different configurations of end stirrups on the seismic performance of RC columns287
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads208
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire173
Experimental evaluation of the out-of-plane behavior of a traditional timber frame with mud and rubble infill wall strengthened by a polypropylene band mesh on one side156
Seismic performance of column splices with built-up box sections using partial joint penetration welds151
Degradation prediction of recycled aggregate concrete under sulphate wetting–drying cycles using BP neural network144
Improved fire design of steel I-sections under combined compression and bending136
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures116
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers113
Torsional behavior of GFRP-RC pontoon decks with an edge cutout and diagonal reinforcements99
Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns92
Optimization of semi-active tuned mass damper inerter for enhanced vibration control of jacket platforms using multi-objective optimization due to environmental load92
Failure modes of laminated porous panel with different connection methods91
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges90
The impact of using hybrid polyvinyl alcohol–steel fibre ECC on the seismic behaviour of precast beam–to–column joints84
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections81
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members79
Experimental and parametric study of a novel braced system to improve seismic performance78
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns77
Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members75
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading74
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars74
Study on seismic performance of semi-enclosed buildings based on shaking table test73
Deep learning based nonlinear structural time history response prediction enhanced with multi-resolution convolution projection network72
Performance optimization of inter-storey isolation systems with negative stiffness devices for super high-rise buildings72
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire71
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling69
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach68
A method of calculating cable change parameters for cableway bridges68
Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies67
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework66
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression66
Crack detection in arbitrary beam cross-sections using a new mass-spring system65
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices64
Pseudo-dynamic test and numerical analyses of staggered truss framing systems63
Member control efficiency and shape control capability of a loaded cable dome63
Nonlinearity as a damage index for structural health monitoring using random decrement technique62
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets62
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions62
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment61
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members61
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance60
Shape optimization of the cylindrical shell with three types of directrix curves58
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams58
Estimation of internal pressure coefficients for a pyramidal roofed low-rise building through CFD simulation58
Tensile properties and parameter optimization of carbon-fiber composite mortise-and-tenon joints56
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings55
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression55
Bonding of steel bars in concrete: A systematic review of the literature54
Structure reactions and train running safety on CFST arch bridges under different kinds of near-fault earthquakes54
Seismic performance of precast concrete superposed shear walls with CFST end columns subjected to cyclic loading54
Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences54
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method54
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding53
Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling52
Eccentrically loaded recycled lump/seawater sea-sand concrete filled precast GFRP tube segments confined by grouted steel tube52
Static performance of welded hollow spherical bolted joint with H-beams52
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings52
An adaptive feedback-based TMD system for passive control of rail bridge vibration51
Experimental and theoretical investigations on the static behavior of low aspect ratio shear stud connectors in ultra high performance concrete51
Stiffener optimization for improving buckling capacity of aged steel plates51
A comparison of energy absorption in axial crush tests between wood veneers, basalt fibre reinforced polymers and hybrid combinations51
PSO-optimized ANN with multi-source data for fatigue life prediction of corroded bridge cables51
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms50
Dynamic analysis and optimization of blast-resistant trapezoidal corrugated sandwich panels50
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm50
Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network50
Shrinkage behaviour of high-strength concrete plates reinforced with carbon textile reinforcement49
The quasi-static test of hollow prefabricated circular pier with high-strength reinforcement and calculation method for plastic hinge length49
Comprehensive review of engineered bamboo in structural engineering: Comparative insights into laminated bamboo and bamboo scrimber48
Research on hysteretic performance prediction method of novel connection dampers for external wall panels based on the mining of temporal combination characteristics48
Seismic resilience of lattice bridge decks: Energy-based investigation of seismic response47
Experimental investigation on the eccentric compressive behavior of aluminum alloy tubular columns filled with lightweight aggregate concrete47
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge47
Identification of the most unfavorable near-fault ground motion input direction for aqueduct structures based on fragility analysis47
Friction characteristics of novel composite friction isolation bearing under different vertical pressures and loading velocities47
Flexural behavior of tunnel lining segment strengthened with BFRP grid-fiber reinforced geopolymer mortar46
A new counterweight design method for shaking table test models of single-layer spherical latticed shells46
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses46
Behavior of circular concrete-encased concrete-filled double-skin steel tube stub columns under eccentric compression46
Experimental and theoretical studies on lateral behavior of prefabricated composite concrete-filled steel tubes truss column46
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars46
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization46
Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers46
Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure46
Experimental study and numerical simulation on the transverse force transmission mechanism of discretely connected precast RC floor46
Shear behavior of high-strength tie bar connectors embedded in UHPC46
Structural strengthening of reinforced concrete beams using ultra-high-performance concrete with various fiber volume fractions and layer thicknesses46
Full‐scale tests of industrial steel storage pallet racks45
Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods45
Compressive and shear behavior of cement stabilized rammed earth wallettes reinforced with coir, bamboo splints and steel bars45
A numerical study on the seismic design of buildings seated over an RSM layer45
Shear stiffness of the bonding interface in concrete structures strengthened by steel plates45
Damage identification of large-scale space truss structures based on stiffness separation method45
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API45
Experimental and numerical studies on pullout behavior of embedded parts with studs for steel-plate concrete structures45
Optimised rotational-spring component-based modelling strategy for seismic resistant steel-concrete composite joints and frames with continuous or isolated slab45
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors45
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire44
Shear performance of U-shaped steel-concrete composite beams with channel shear connectors44
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact44
Static performance of steel temcor joint subjected to out-of-plane bending moments44
Elastic lateral-torsional buckling of cellular beams44
Finite element analysis method for the sliding cable analysis: The sliding variable method44
Axial compressive behavior and design method on geopolymeric-recycled-aggregate-concrete-filled steel tubular stub columns43
Flexural behavior of RC beam end putting partial negative rebar into side slabs and flexural capacity calculation43
Time-dependent performance of T-shaped deep cement-mixed columns under embankment loading with varying strength conditions43
Axial compressive behavior and capacity model of CFRP-confined circular steel tube alkali-activated slag recycled concrete columns43
Durability and flexural behavior of TRU-strengthened RC slabs in chloride-rich environments43
Automated modal identification of offshore wind turbine structure under mixed harmonic and random excitations42
Finite element modelling and design of concrete wind turbine towers subjected to combined compression and bending42
Experimental study on the flexural resistance of existing prestressed hollow-core slab beams42
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure42
Compressive behaviour of double skin sections with stainless steel outer tubes and recycled aggregate concrete42
Direct and indirect test techniques for measuring the tensile strength of brittle materials, an experimental study42
Structural and thermal performance of masonry walls: Insights from TRM-based upgrading techniques41
Experimental study on uniaxial compressive properties and damage evolution of basalt fiber reinforced concrete after being subjected to high temperature41
Visual-mechanical classification for evaluating the characteristic value of tensile strength parallel to grain and the modulus of elasticity in static bending of Pinus taeda wood beams41
Analytical solution for the longitudinal seismic response of a shield tunnel with isolation layers under incident shear waves41
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds41
The influence of internode geometry on the bearing capacity of parallel chord wood trusses40
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study40
Locating delamination in a composite laminate using machine learning and recurrent deep neural networks based on vibration response40
Uniaxial compression behavior of steel fiber reinforced recycled coarse aggregate concrete confined by stirrups40
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network40
Functional behaviour of novel multi-layered deposition via twin wire arc additive manufacturing: Microstructure evolution and wear tailoring characteristics40
Advanced corrective training strategy for surrogating complex hysteretic behavior40
Calculation of second-order bearing capacity of members subjected to axial load and biaxial bending39
Damage mode identification for bonding interface of steel-UHPC composite structures based on acoustic emission and fuzzy C-means unsupervised clustering39
A quadratic approximation for volume minimization topology optimization39
Design and experimental study of a replaceable steel-UHPC composite bridge deck39
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint39
Effect of steel grid on enhancing seismic performance of bridge pier with low reinforcement ratio: Shaking table test and numerical simulation39
Hysteretic behavior of geopolymeric recycled concrete-filled steel tubes under combined compression-bending-torsion39
The effect of the gravity column in the seismic design of steel CBFs39
The impact of reasonable PGA modulation and spatiotemporal variability of far-field long-period ground motion on continuous rigid-frame bridges39
Mechanical properties of wire arc additively manufactured steels at polar temperatures39
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder39
Modeling the nonlinear dynamic response of unreinforced masonry to blast induced ground vibrations: A fragility-informed framework for resilient structural design39
Geometric properties and imperfections influence on buckling behavior of Variable-Thickness steel cylindrical shells subjected to combined Loading: Experimental and numerical study39
Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation39
Residual behaviour of corroded reinforcements after high temperature exposure39
Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames38
Investigations of new precast RC barrier using extended rebars and steel plate-to-angle connection against vehicle collisions38
Calibrating equations to predict the compressive strength of FRP-Confined columns using optimized neural network model38
Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid38
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations38
Research on the application of DIC technology in model tests of hydraulic structures38
Life cycle resilience assessment of RC frame structures considering multiple-hazard38
Dynamic progressive collapse response of 3D monolithic precast concrete frame structures considering slab effects37
Machine learning-based Shapley additive explanations method for fatigue failure mode identification of load-carrying welded cruciform joints37
Incorporating time-dependent structural parameters and machine learning into seismic resilience assessment of reinforced concrete bridge columns37
A novel GPU-accelerated topology optimization method for large-scale steel frame structures under extreme loading conditions37
Stress state analysis of steel-UHPC composite beams with rubber connectors under hogging moments from energy perspective37
Experimental and theoretical study on crack resistance and flexural performance of composite slabs with non-dismantle bottom formwork steel-bars truss deck in the vertical truss direction37
Experimental study on compression behavior of pre-damaged cylinders repaired with grid-reinforced hybrid fiber high-performance concrete37
Experimental study on analyzing the compressive failure mechanisms of glutinous rice mortar masonry based on energy dissipation model37
Experimental and numerical research on the eccentric compressive behavior of stiffened circular concrete-filled steel tube stub columns37
Lateral performance of hybrid screw-adhesive CLT-steel connections: Quasi-static tests and hysteretic model calibration37
Experimental and analytical research on the seismic performance of CEEP joint36
Effect of aspect ratio and geometric defects on the stability performance of U-rib stiffened plates36
Efficient framework for structural reliability analysis based on adaptive ensemble learning paired with subset simulation36
Investigation of steel-recycled rubber polypropylene fiber concrete composite beams: Seismic performance and design implications36
Experimental investigation of precast SRC columns with bolted steel-core joints under cyclic loading36
Simulation analysis of flow field and vortex-induced vibration characteristics of submarine cable under single/parallel-laying mode36
From data processing to behavior monitoring: A comprehensive overview of dam health monitoring technology36
Android application of rapid visual screening for buildings in Indian context36
Post-fire mechanical properties of 3D printed concrete under different cooling methods36
Multi-scale analysis on the interface debonding and stress redistribution of CFST assembly with RC ring beams considering long-term concrete shrinkage and creep36
Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design36
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression36
Seismic fragility of tall buildings considering soil structure interaction (SSI) effects36
Blast resistance of sandwich panels with 3D sinusoidally curved negative Poisson's ratio honeycombs36
Rolling-resistance ball-TNES for structural resilience: Advanced modeling of nonlinear damping36
Experimental investigation on shear mechanical properties of engineering bamboo scrimber36
Effect of welding on behaviours of high strength steel welded joints: A state-of-the art review36
Seismic fragilities of Indian Standard Code designed ductile reinforced concrete frames with consideration of nonlinear soil–structure interaction36
Prediction models for partial compression behaviors of circular concrete-filled aluminum alloy tubular stub columns35
Seismic performance evaluation of FRP-reinforced steel bridge piers based on data-driven methods35
Theoretical analysis and experimental verification of the performance state of series isolation components35
RETRACTED: Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams35
Dynamic response of UHPC-NC-steel composite sandwich panels under drop-weight impact on the UHPC face: Experimental study and FE analysis35
Experimental validation of a multi-camera synchronous system for long-span bridge displacement monitoring35
Study on the vibration suppression characteristics of an impact absorber based on modal energy transfer35
Concrete-reinforcement bond behaviour at ultra-low temperatures: Numerical simulation and bond stress-slip model35
High-temperature resistance and impact performance of waste glass-rice husk ash concrete: Experimental evaluation, intelligent prediction, and microstructural insights35
Flexural behavior of cross-laminated bamboo two-way slabs strengthened with CFRP grids: Experimental and numerical investigations35
Experimental and analytical investigation of progressive collapse resistance in welded steel beam-column substructures under fire35
Experimental and numerical studies on Longitudinal flexural performance of thin UHPC bridge deck with cavities35
Lateral behavior of steel frame with endplate bolted beam-column connection35
Physics-informed neural networks for displacement control of cable domes34
Crashworthiness analysis of a novel square multicellular hierarchical structure with multi-strategy filling34
Prestressing effect of self-bonded prestressed CFRP for repairing steel plates with defects34
Numerical study and design of Q355 steel T-stubs connected through high-strength ring groove rivets34
A novel strengthening technique for shear deficient reinforced concrete beams: 45° inclined mechanical steel stitches under impact loading34
Vehicle impact resistance of bridge piers with three-stage viscoelastic energy-absorbing vibration isolators34
A novel method for optimizing energy absorption of tensegrities with multi- self-stress modes34
Prediction model of maximum stress for concrete pipes based on XGBoost-PSO algorithm34
Numerical investigation on a Novel Tied Braced Frame (TBF) system with steel infill shear panel upgrade34
Eccentric compression performance of a novel preplaced aggregate concrete-filled steel tube34
Analysis on the impact resistance of steel fiber reinforced recycled aggregate concrete34
Study on the effect of pre-stressed level on the force performance of wedge steel plate jacket and steel wire mesh-PCM strengthened RC beams34
Multi-objective optimization of cable force of arch bridge constructed by cable-stayed cantilever cast-in-situ method based on improved NSGA-II34
Seismic performance of prefabricated columns with longitudinal reinforcement lapping connection using steel fiber reinforced sulphoaluminate cement concrete34
Chloride diffusion modeling and residual service life estimation of binary blended reinforced concrete in bridges: Using resistivity measurements and non-linear binding parameters34
Mechanical behaviour of steel-concrete joint in hybrid girder cable-stayed bridge33
Flexural behavior of reinforced concrete slabs containing recycled glass powder and steel fibers33
Pre-tensioned steel straps for seismic retrofit of reinforced concrete columns under combined loading of flexure, shear and torsion33
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force33
Residual stress modelling for stainless-clad bimetallic steel welded circular sections33
Experimental study on fatigue behavior of cracked steel plates repaired with adhesively bonded steel patches33
Transient response of delaminated composite curved beams subjected to a moving force33
Machine learning models for predicting concrete beams shear strength externally bonded with FRP33
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum33
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy33
The first engineering application of 10MN CFRP cables in cable-stayed bridge in China33
Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges33
Use of bore-epoxy anchorage system with CFRP laminates for shear strengthening of RC beams: An experimental and analytical investigation33
Surrogate based prediction models for elastically supported beams under the action of opposite moving loads33
Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence33
Seismic behaviour of post-earthquake composite frame structures with different damage levels33
Flexural performance of UHPC sandwich panels with UHPC-filled stainless steel pipe shear connectors33
Experimental investigation of single and hybrid-fiber reinforced concrete under drop weight test33
Effect of earthquake induced-pounding on the response of a series of four adjacent buildings considering soil-structure interaction32
Seismic adaptive control of building structures using active friction tuned mass damper32
Uncertainty propagation in reinforcement bond performance of 3D-printed concrete via generative-augmented ensemble learning32
Structural damage detection based on modal strain energy assurance criterion using adaptive region shrinkage assisted IGOA32
Deformation analysis of high-speed railway CFG pile composite subgrade during shield tunnel underpassing32
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology32
Dynamic behavior of cable-stiffened cylindrical single-layer latticed shell based on shaking table tests32
Study on the safety of cemented sand and gravel dams based on the profile form of model tests32
Compressive performance of steel reinforced circular CFST stub columns after elevated temperatures32
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study32
Dynamic crushing responses of enhanced auxetic re-entrant honeycomb based on additive manufacturing32
Sustainable innovation in self-compacted concrete: Integrating by-products and waste rubber for green construction practices32
Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age32
Experimental and numerical evaluation of the structural performance of corroded reinforced concrete beams under different corrosion schemes32
A machine learning based interaction model to predict robustness of concrete-filled double skin steel tubular columns under fire condition32
Flexural performance of BFRP grid–ECC in strengthening damaged RC beams32
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications32
Interfacial constitutive model of Fe-SMA-and-steel single-lap-shear bonded joints32
Development of integrated semi-active adaptive vibration control system for bridges subjected to traffic loads32
Modification factors for predicting the mechanical properties of light-frame timber shear walls for nonlinear static analyses32
Axial compressive behavior of circular hollow steel tube-reinforced UHTCC column32
Soil-dependent stochastic optimization of base isolation system with negative stiffness inerter damper subjected to non-stationary seismic excitation32
Bearing capacities and yield stiffness predictions of CFT frame-BRSPSW linked by different partial bolted connections using RSM31
Rapid seismic resilience assessment of bridge networks using Stacking-GAN integration31
Monorail guideway structures performance under seismic loads31
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