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 2022-01-01 to 2026-01-01.)
ArticleCitations
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds522
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands293
Finite element analysis method for the sliding cable analysis: The sliding variable method266
Cyclic behaviour of precast shear walls with damage-concentrated connectors252
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study205
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum152
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications143
An adaptive feedback-based TMD system for passive control of rail bridge vibration140
Effect of different configurations of end stirrups on the seismic performance of RC columns131
A numerical study on the seismic design of buildings seated over an RSM layer128
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study121
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology107
Optimised rotational-spring component-based modelling strategy for seismic resistant steel-concrete composite joints and frames with continuous or isolated slab107
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm107
Structural and thermal performance of masonry walls: Insights from TRM-based upgrading techniques107
Eccentrically loaded recycled lump/seawater sea-sand concrete filled precast GFRP tube segments confined by grouted steel tube106
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding100
Development of integrated semi-active adaptive vibration control system for bridges subjected to traffic loads89
Study on seismic performance of semi-enclosed buildings based on shaking table test89
Performance optimization of inter-storey isolation systems with negative stiffness devices for super high-rise buildings85
Crashworthiness analysis of a novel square multicellular hierarchical structure with multi-strategy filling81
Deep learning based nonlinear structural time history response prediction enhanced with multi-resolution convolution projection network77
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API75
Study on the effect of pre-stressed level on the force performance of wedge steel plate jacket and steel wire mesh-PCM strengthened RC beams74
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire73
Effect of aspect ratio and geometric defects on the stability performance of U-rib stiffened plates72
Effect of steel grid on enhancing seismic performance of bridge pier with low reinforcement ratio: Shaking table test and numerical simulation72
Finite element modelling and design of concrete wind turbine towers subjected to combined compression and bending70
Use of bore-epoxy anchorage system with CFRP laminates for shear strengthening of RC beams: An experimental and analytical investigation69
Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design69
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads67
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment66
Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid66
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study65
Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation65
Research on hysteretic performance prediction method of novel connection dampers for external wall panels based on the mining of temporal combination characteristics65
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance64
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression63
The effect of the gravity column in the seismic design of steel CBFs63
Shape optimization of the cylindrical shell with three types of directrix curves61
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams61
Experimental and analytical research on the seismic performance of CEEP joint60
Tensile properties and parameter optimization of carbon-fiber composite mortise-and-tenon joints59
Lateral performance of hybrid screw-adhesive CLT-steel connections: Quasi-static tests and hysteretic model calibration59
Estimation of internal pressure coefficients for a pyramidal roofed low-rise building through CFD simulation59
Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence59
Investigations of new precast RC barrier using extended rebars and steel plate-to-angle connection against vehicle collisions58
Compressive and shear behavior of cement stabilized rammed earth wallettes reinforced with coir, bamboo splints and steel bars58
Dynamic progressive collapse response of 3D monolithic precast concrete frame structures considering slab effects58
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 side58
Experimental and theoretical investigations on the static behavior of low aspect ratio shear stud connectors in ultra high performance concrete57
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors56
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 beams56
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy55
Research on the application of DIC technology in model tests of hydraulic structures54
Experimental and numerical research on the eccentric compressive behavior of stiffened circular concrete-filled steel tube stub columns54
Seismic behaviour of post-earthquake composite frame structures with different damage levels53
Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods50
Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age49
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling49
Mechanical behaviour of steel-concrete joint in hybrid girder cable-stayed bridge49
RETRACTED: Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams49
Full‐scale tests of industrial steel storage pallet racks49
Pre-tensioned steel straps for seismic retrofit of reinforced concrete columns under combined loading of flexure, shear and torsion49
A method of calculating cable change parameters for cableway bridges48
Experimental study on the flexural resistance of existing prestressed hollow-core slab beams47
Incorporating time-dependent structural parameters and machine learning into seismic resilience assessment of reinforced concrete bridge columns47
Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies47
Improved fire design of steel I-sections under combined compression and bending47
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach47
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 direction46
Modification factors for predicting the mechanical properties of light-frame timber shear walls for nonlinear static analyses46
Android application of rapid visual screening for buildings in Indian context46
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges45
A novel GPU-accelerated topology optimization method for large-scale steel frame structures under extreme loading conditions45
Physics-informed neural networks for displacement control of cable domes45
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers45
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings44
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression44
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices44
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework44
Crack detection in arbitrary beam cross-sections using a new mass-spring system44
Pseudo-dynamic test and numerical analyses of staggered truss framing systems43
Residual behaviour of corroded reinforcements after high temperature exposure43
Member control efficiency and shape control capability of a loaded cable dome43
Surrogate based prediction models for elastically supported beams under the action of opposite moving loads43
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets43
Design and experimental study of a replaceable steel-UHPC composite bridge deck43
The influence of internode geometry on the bearing capacity of parallel chord wood trusses43
Experimental and parametric study of a novel braced system to improve seismic performance43
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder43
A quadratic approximation for volume minimization topology optimization43
Machine learning-based Shapley additive explanations method for fatigue failure mode identification of load-carrying welded cruciform joints42
Uniaxial compression behavior of steel fiber reinforced recycled coarse aggregate concrete confined by stirrups42
Stiffener optimization for improving buckling capacity of aged steel plates42
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network42
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression42
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members42
Experimental study on analyzing the compressive failure mechanisms of glutinous rice mortar masonry based on energy dissipation model42
Flexural performance of UHPC sandwich panels with UHPC-filled stainless steel pipe shear connectors42
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures42
Analysis on the impact resistance of steel fiber reinforced recycled aggregate concrete42
Interfacial constitutive model of Fe-SMA-and-steel single-lap-shear bonded joints41
Elastic lateral-torsional buckling of cellular beams41
Nonlinearity as a damage index for structural health monitoring using random decrement technique41
Calculation of second-order bearing capacity of members subjected to axial load and biaxial bending41
Prediction of modulus of elasticity of UHPC using maximum likelihood estimation method40
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions40
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members40
Automated modal identification of offshore wind turbine structure under mixed harmonic and random excitations40
Identification of the most unfavorable near-fault ground motion input direction for aqueduct structures based on fragility analysis39
Structural damage detection based on modal strain energy assurance criterion using adaptive region shrinkage assisted IGOA39
Calibrating equations to predict the compressive strength of FRP-Confined columns using optimized neural network model39
Experimental investigation on the eccentric compressive behavior of aluminum alloy tubular columns filled with lightweight aggregate concrete39
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings39
Shrinkage behaviour of high-strength concrete plates reinforced with carbon textile reinforcement39
Functional behaviour of novel multi-layered deposition via twin wire arc additive manufacturing: Microstructure evolution and wear tailoring characteristics39
Friction characteristics of novel composite friction isolation bearing under different vertical pressures and loading velocities39
A novel method for optimizing energy absorption of tensegrities with multi- self-stress modes38
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force38
Seismic resilience of lattice bridge decks: Energy-based investigation of seismic response38
Seismic fragilities of Indian Standard Code designed ductile reinforced concrete frames with consideration of nonlinear soil–structure interaction38
Durability and flexural behavior of TRU-strengthened RC slabs in chloride-rich environments38
The quasi-static test of hollow prefabricated circular pier with high-strength reinforcement and calculation method for plastic hinge length38
Life cycle resilience assessment of RC frame structures considering multiple-hazard38
Seismic performance of column splices with built-up box sections using partial joint penetration welds38
Rolling-resistance ball-TNES for structural resilience: Advanced modeling of nonlinear damping38
PSO-optimized ANN with multi-source data for fatigue life prediction of corroded bridge cables38
Structure reactions and train running safety on CFST arch bridges under different kinds of near-fault earthquakes38
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge38
Compressive behaviour of double skin sections with stainless steel outer tubes and recycled aggregate concrete38
Direct and indirect test techniques for measuring the tensile strength of brittle materials, an experimental study38
Axial compressive behavior of circular hollow steel tube-reinforced UHTCC column38
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint38
Experimental study on compression behavior of pre-damaged cylinders repaired with grid-reinforced hybrid fiber high-performance concrete37
Simulation analysis of flow field and vortex-induced vibration characteristics of submarine cable under single/parallel-laying mode37
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations37
Transient response of delaminated composite curved beams subjected to a moving force37
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure37
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization37
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact37
Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences37
Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames37
Advanced corrective training strategy for surrogating complex hysteretic behavior36
Shear performance of U-shaped steel-concrete composite beams with channel shear connectors36
Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers36
Stress state analysis of steel-UHPC composite beams with rubber connectors under hogging moments from energy perspective36
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars36
Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns36
Axial compressive behavior and capacity model of CFRP-confined circular steel tube alkali-activated slag recycled concrete columns36
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire36
Structural strengthening of reinforced concrete beams using ultra-high-performance concrete with various fiber volume fractions and layer thicknesses36
Experimental study on the compressive behavior of concrete filled steel tubular columns with regional corrosion36
Experimental study on fatigue behavior of cracked steel plates repaired with adhesively bonded steel patches36
Investigation of steel-recycled rubber polypropylene fiber concrete composite beams: Seismic performance and design implications36
Axial compressive behavior and design method on geopolymeric-recycled-aggregate-concrete-filled steel tubular stub columns36
Prestressing effect of self-bonded prestressed CFRP for repairing steel plates with defects36
Analytical solution for the longitudinal seismic response of a shield tunnel with isolation layers under incident shear waves36
Dynamic crushing responses of enhanced auxetic re-entrant honeycomb based on additive manufacturing35
Geometric properties and imperfections influence on buckling behavior of Variable-Thickness steel cylindrical shells subjected to combined Loading: Experimental and numerical study35
Experimental study on uniaxial compressive properties and damage evolution of basalt fiber reinforced concrete after being subjected to high temperature35
Efficient framework for structural reliability analysis based on adaptive ensemble learning paired with subset simulation35
Experimental investigation of single and hybrid-fiber reinforced concrete under drop weight test35
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms35
A new counterweight design method for shaking table test models of single-layer spherical latticed shells35
Comprehensive review of engineered bamboo in structural engineering: Comparative insights into laminated bamboo and bamboo scrimber35
A comparison of energy absorption in axial crush tests between wood veneers, basalt fibre reinforced polymers and hybrid combinations35
Optimization of semi-active tuned mass damper inerter for enhanced vibration control of jacket platforms using multi-objective optimization due to environmental load35
Static performance of steel temcor joint subjected to out-of-plane bending moments35
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses34
Failure modes of laminated porous panel with different connection methods34
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method34
Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation34
Soil-dependent stochastic optimization of base isolation system with negative stiffness inerter damper subjected to non-stationary seismic excitation34
Shear behavior of high-strength tie bar connectors embedded in UHPC34
Multi-objective optimization of cable force of arch bridge constructed by cable-stayed cantilever cast-in-situ method based on improved NSGA-II34
Experimental study and numerical simulation on the transverse force transmission mechanism of discretely connected precast RC floor34
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire34
Deformation analysis of high-speed railway CFG pile composite subgrade during shield tunnel underpassing34
Blast resistance of sandwich panels with 3D sinusoidally curved negative Poisson's ratio honeycombs34
Residual stress modelling for stainless-clad bimetallic steel welded circular sections34
Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges34
From data processing to behavior monitoring: A comprehensive overview of dam health monitoring technology34
Shear stiffness of the bonding interface in concrete structures strengthened by steel plates34
Flexural behavior of tunnel lining segment strengthened with BFRP grid-fiber reinforced geopolymer mortar33
Mechanical properties of wire arc additively manufactured steels at polar temperatures33
Behavior of circular concrete-encased concrete-filled double-skin steel tube stub columns under eccentric compression33
Seismic fragility of tall buildings considering soil structure interaction (SSI) effects33
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections33
Static performance of welded hollow spherical bolted joint with H-beams33
Bonding of steel bars in concrete: A systematic review of the literature33
Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout33
Damage identification of large-scale space truss structures based on stiffness separation method33
Torsional behavior of GFRP-RC pontoon decks with an edge cutout and diagonal reinforcements33
Experimental and numerical studies on pullout behavior of embedded parts with studs for steel-plate concrete structures32
Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members32
Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure32
Seismic performance of precast concrete superposed shear walls with CFST end columns subjected to cyclic loading32
Prediction model of maximum stress for concrete pipes based on XGBoost-PSO algorithm32
Research on load-bearing performance of new fabricated steel structure beam-column joints with energydissipating elements32
Hysteretic behavior of geopolymeric recycled concrete-filled steel tubes under combined compression-bending-torsion32
Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling32
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading32
Flexural behavior of reinforced concrete slabs containing recycled glass powder and steel fibers32
Machine learning models for predicting concrete beams shear strength externally bonded with FRP32
Experimental and theoretical studies on lateral behavior of prefabricated composite concrete-filled steel tubes truss column32
Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network32
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars32
The impact of reasonable PGA modulation and spatiotemporal variability of far-field long-period ground motion on continuous rigid-frame bridges32
The first engineering application of 10MN CFRP cables in cable-stayed bridge in China32
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns32
Approximate seismic performance of full and partial self-centering systems based on spectral analysis of SDOF systems31
Time-dependent performance of T-shaped deep cement-mixed columns under embankment loading with varying strength conditions31
Experimental and numerical evaluation of the structural performance of corroded reinforced concrete beams under different corrosion schemes31
Locating delamination in a composite laminate using machine learning and recurrent deep neural networks based on vibration response31
Monorail guideway structures performance under seismic loads31
Model test on the behaviors of deep excavation under asymmetrical loading31
Study on the seismic performance of prestressed steel-concrete vierendeel truss transfer story frame31
Experimental analysis and theoretical calculation of local bearing capacity of lightweight UHPC anchorage zone31
Dynamic behavior of cable-stiffened cylindrical single-layer latticed shell based on shaking table tests31
Sustainable innovation in self-compacted concrete: Integrating by-products and waste rubber for green construction practices31
Degradation prediction of recycled aggregate concrete under sulphate wetting–drying cycles using BP neural network31
Dynamic analysis and optimization of blast-resistant trapezoidal corrugated sandwich panels31
Optimal curling of thin-walled cross-sections under flexural performance considerations31
Rate correlation of elastic modulus and damage factor in the concrete damage plasticity model and its implementation31
Rapid seismic resilience assessment of bridge networks using Stacking-GAN integration31
An experimental and numerical study for local behaviour of steel-concrete composite structures with novel long-nut shear connectors31
Experimental study of prefabricated wedge anchors for large diameter GFRP bars31
Seismic response analysis of SDOF systems with disc spring- or shape memory alloy- based self-centering slip friction dampers: A comparative study31
The impact of using hybrid polyvinyl alcohol–steel fibre ECC on the seismic behaviour of precast beam–to–column joints31
Influence of cut–out openings on the flexural behavior of one–way concrete slabs strengthened with NSM–FRP bars and EB–CFRP strips31
Investigation on energy absorption performance of a novel intelligent bridge pier anti-collision device31
Investigating in-structure acceleration amplification factor of RC frames using explainable artificial intelligence31
Development of high-performance glulam beams of Pinus nigra with embedded CFRP for its application for a real case for structural rehabilitation31
Improved methods to predict the effective strain for the design of RC beams strengthened by FRCM composite31
A simplified tri-linear model for monolithic exterior shear keys failing in sliding shear31
A new iteration regularization method for stochastic excitation under multi-source uncertainties31
Comparative study on a single-story RCC frame with large and small-scale magnetorheological damper subjected to seismic excitation30
Analytical equations to estimate design biaxial response of high strength concrete structural walls30
Experimental and numerical research of ultrahigh performance concrete layered shell element based on a two-dimensional fixed crack model30
Eccentric compression performance of medium-long ultra-high strength concrete filled steel tubular lattice columns30
Performance analysis of novel double web V-bending angle-steel connections against progressive collapse30
Corrigendum to “Flexural performances of steel–concrete composite section of self-anchored suspension bridge: Experimental and theoretical research” [Structures 56 (2023) 105047]30
Numerical aeroelastic flutter prediction of variable stiffness laminated panels with curvilinear fiber in supersonic flow30
Shaking table testing of two storey As-Built and retrofitted scaled URM buildings30
Retrofitting of shear-deficient pre-damaged recycled aggregate fiber-reinforced concrete beams30
Ultimate bearing capacity of composite beams with reinforced web opening under hogging moment: Practical calculation method30
Perceptions of long-term monitoring for civil and structural engineering30
Experimental investigation on shear breakout capacity of headed anchors with supplementary reinforcements in equipment foundations of nuclear power plants30
Seismic behavior of full-scale precast assembly frame joints of special-shaped columns30
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