Structures

Papers
(The TQCC of Structures is 8. 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 2021-05-01 to 2025-05-01.)
ArticleCitations
Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling381
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams206
Android application of rapid visual screening for buildings in Indian context186
Study on the effect of pre-stressed level on the force performance of wedge steel plate jacket and steel wire mesh-PCM strengthened RC beams184
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling177
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers155
Static performance of steel temcor joint subjected to out-of-plane bending moments139
A new counterweight design method for shaking table test models of single-layer spherical latticed shells125
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force109
Design and experimental study of a replaceable steel-UHPC composite bridge deck101
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method94
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire93
Surrogate based prediction models for elastically supported beams under the action of opposite moving loads87
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses87
A method of calculating cable change parameters for cableway bridges87
Effect of steel grid on enhancing seismic performance of bridge pier with low reinforcement ratio: Shaking table test and numerical simulation87
A quadratic approximation for volume minimization topology optimization81
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets80
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression80
Effect of aspect ratio and geometric defects on the stability performance of U-rib stiffened plates77
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges77
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands76
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads73
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure73
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 side71
Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies70
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum67
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures67
Seismic behaviour of post-earthquake composite frame structures with different damage levels66
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization65
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression63
Finite element analysis method for the sliding cable analysis: The sliding variable method63
Applications of simplified 3D FE model in seismic analysis for friction-damped posttensioned steel frame structures62
A metamodeling-based robust optimisation approach for structures subjected to random underground blast excitation59
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge59
Macro-meso failure characteristics of corn straw biomass integrated material columns with different integration methods under axial compression59
Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers57
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds56
Research on the disaster prevention mechanism of mega-sub controlled structural system by vulnerability analysis56
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings55
Shape optimization of the cylindrical shell with three types of directrix curves54
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework54
Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation54
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint53
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars52
Experimental and analytical research on the seismic performance of CEEP joint51
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study51
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact51
The single-loop Kriging model combined with Bayes’ formula for time-dependent failure probability based global sensitivity50
Seismic performance of precast concrete superposed shear walls with CFST end columns subjected to cyclic loading49
Corrigendum to “The cyclic behavior of butterfly-shaped Link Steel Plate Shear Walls with and without Buckling-restrainers” [Structures 27 (2020) 607–625]48
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study48
Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation48
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings48
Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design48
Modal experiment and model updating for Yingzhou Bridge48
Experimental and numerical studies on pullout behavior of embedded parts with studs for steel-plate concrete structures48
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study47
Seismic pounding effects on typical building structures considering soil-structure interaction47
Geometric properties and imperfections influence on buckling behavior of Variable-Thickness steel cylindrical shells subjected to combined Loading: Experimental and numerical study47
Mechanical behaviour of steel-concrete joint in hybrid girder cable-stayed bridge47
Development of integrated semi-active adaptive vibration control system for bridges subjected to traffic loads47
A numerical study on the seismic design of buildings seated over an RSM layer47
Calculation of second-order bearing capacity of members subjected to axial load and biaxial bending46
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices46
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach46
Improved fire design of steel I-sections under combined compression and bending45
Physics-informed neural networks for displacement control of cable domes45
Investigations of new precast RC barrier using extended rebars and steel plate-to-angle connection against vehicle collisions45
Shear stiffness of the bonding interface in concrete structures strengthened by steel plates45
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API45
Effect of different configurations of end stirrups on the seismic performance of RC columns44
Pre-tensioned steel straps for seismic retrofit of reinforced concrete columns under combined loading of flexure, shear and torsion44
Experimental study on the flexural resistance of existing prestressed hollow-core slab beams44
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading43
Crack detection in arbitrary beam cross-sections using a new mass-spring system43
Pseudo-dynamic test and numerical analyses of staggered truss framing systems43
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire43
Experimental study on static temperature field effect on standing seam metal roof system43
Shrinkage behaviour of high-strength concrete plates reinforced with carbon textile reinforcement42
Residual behaviour of corroded reinforcements after high temperature exposure42
Dynamic progressive collapse response of 3D monolithic precast concrete frame structures considering slab effects42
Assessment and design considerations for single layer cylindrical lattice shells subjected to seismic loading42
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors41
Comparisons of design methods for beam string structure based on reliability and progressive collapse analysis41
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network41
Structure reactions and train running safety on CFST arch bridges under different kinds of near-fault earthquakes41
Mechanical properties of wire arc additively manufactured steels at polar temperatures41
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations41
Behavior of circular concrete-encased concrete-filled double-skin steel tube stub columns under eccentric compression40
The effect of different retrofitting techniques on the axial load carrying capacity of damaged cylindrical shells40
Torsional behavior of GFRP-RC pontoon decks with an edge cutout and diagonal reinforcements40
Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid40
Vibration serviceability of suspended floor: Full-scale experimental study and assessment40
Transient response of delaminated composite curved beams subjected to a moving force40
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment39
Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams39
Stress state analysis of steel-UHPC composite beams with rubber connectors under hogging moments from energy perspective39
Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence39
Effect of variations internal pressure on cracking radiant coils distortion39
Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns38
Axial compressive behavior of circular hollow steel tube-reinforced UHTCC column38
Damage identification of large-scale space truss structures based on stiffness separation method38
Prediction of modulus of elasticity of UHPC using maximum likelihood estimation method38
Locating delamination in a composite laminate using machine learning and recurrent deep neural networks based on vibration response38
From data processing to behavior monitoring: A comprehensive overview of dam health monitoring technology38
Experimental investigation of single and hybrid-fiber reinforced concrete under drop weight test37
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder37
The effect of the gravity column in the seismic design of steel CBFs37
A time-varying mechanical structure reliability analysis method based on performance degradation37
Life cycle resilience assessment of RC frame structures considering multiple-hazard37
Efficient framework for structural reliability analysis based on adaptive ensemble learning paired with subset simulation36
The influence of internode geometry on the bearing capacity of parallel chord wood trusses36
Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges36
Compressive and shear behavior of cement stabilized rammed earth wallettes reinforced with coir, bamboo splints and steel bars36
Experimental study on fatigue behavior of cracked steel plates repaired with adhesively bonded steel patches36
Seismic fragilities of Indian Standard Code designed ductile reinforced concrete frames with consideration of nonlinear soil–structure interaction35
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members35
Simulation analysis of flow field and vortex-induced vibration characteristics of submarine cable under single/parallel-laying mode35
Experimental and theoretical studies on lateral behavior of prefabricated composite concrete-filled steel tubes truss column35
Flexural behavior of tunnel lining segment strengthened with BFRP grid-fiber reinforced geopolymer mortar35
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding35
Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames35
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm35
Design of cold-formed stainless steel circular hollow section columns using machine learning methods35
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns35
Compressive behaviour of double skin sections with stainless steel outer tubes and recycled aggregate concrete35
Structural strengthening of reinforced concrete beams using ultra-high-performance concrete with various fiber volume fractions and layer thicknesses35
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms34
Experimental study on the compressive behavior of concrete filled steel tubular columns with regional corrosion34
Dynamic crushing responses of enhanced auxetic re-entrant honeycomb based on additive manufacturing34
Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members34
Full‐scale tests of industrial steel storage pallet racks34
Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure34
Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout34
Cyclic behaviour of precast shear walls with damage-concentrated connectors34
Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network34
Flexural behavior of reinforced concrete slabs containing recycled glass powder and steel fibers34
Embodied carbon assessment using a dynamic climate model: Case-study comparison of a concrete, steel and timber building structure34
Multi-objective optimization of cable force of arch bridge constructed by cable-stayed cantilever cast-in-situ method based on improved NSGA-II33
Failure modes of laminated porous panel with different connection methods33
Bending tests on building beams containing electric arc furnace slag and alternative binders and manufactured with energy-saving placement techniques33
Structural damage detection based on modal strain energy assurance criterion using adaptive region shrinkage assisted IGOA33
Bonding of steel bars in concrete: A systematic review of the literature33
Experimental study on uniaxial compressive properties and damage evolution of basalt fiber reinforced concrete after being subjected to high temperature33
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance33
Form-finding of frame-supported tensile membrane structures using stochastic optimisation33
Degradation prediction of recycled aggregate concrete under sulphate wetting–drying cycles using BP neural network33
First results of a methodology to obtain a 1D variable geometry model for the structural analysis of corroded steel beams from the point cloud33
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire32
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy32
Research on the application of DIC technology in model tests of hydraulic structures32
Calibrating equations to predict the compressive strength of FRP-Confined columns using optimized neural network model32
Effects of steel fiber grout on the mechanical performance and failure characteristics of fully grouted bolts32
Experimental study and numerical simulation on the transverse force transmission mechanism of discretely connected precast RC floor32
Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections32
Experimental and parametric study of a novel braced system to improve seismic performance32
Optimised rotational-spring component-based modelling strategy for seismic resistant steel-concrete composite joints and frames with continuous or isolated slab32
Seismic response control of bridges with nonlinear tuned vibration absorbers32
Soil-dependent stochastic optimization of base isolation system with negative stiffness inerter damper subjected to non-stationary seismic excitation32
Prediction model of maximum stress for concrete pipes based on XGBoost-PSO algorithm32
The impact of reasonable PGA modulation and spatiotemporal variability of far-field long-period ground motion on continuous rigid-frame bridges32
Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods32
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression32
Use of bore-epoxy anchorage system with CFRP laminates for shear strengthening of RC beams: An experimental and analytical investigation32
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections32
Functional behaviour of novel multi-layered deposition via twin wire arc additive manufacturing: Microstructure evolution and wear tailoring characteristics32
Structural performance of cold-formed steel box girders with C-section flanges and sinusoidal corrugated webs31
Shear behavior of high-strength tie bar connectors embedded in UHPC31
Seismic fragility of tall buildings considering soil structure interaction (SSI) effects31
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology31
Experimental and numerical evaluation of the structural performance of corroded reinforced concrete beams under different corrosion schemes31
Research on load-bearing performance of new fabricated steel structure beam-column joints with energydissipating elements31
Member control efficiency and shape control capability of a loaded cable dome31
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars31
Study on axial compression mechanical behavior of cold-formed thin-walled C-shaped steel composite wall sheathed with straw board on both sides31
The quasi-static test of hollow prefabricated circular pier with high-strength reinforcement and calculation method for plastic hinge length31
Flexural performance of UHPC sandwich panels with UHPC-filled stainless steel pipe shear connectors31
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications31
Long-term flexural behavior of concrete beams with hybrid FRP and steel reinforcements in simulated marine environment31
A novel method for optimizing energy absorption of tensegrities with multi- self-stress modes31
Seismic behavior of full-scale square high-strength RACFST columns31
Elastic lateral-torsional buckling of cellular beams30
Analytical solution for the longitudinal seismic response of a shield tunnel with isolation layers under incident shear waves30
Experimental and theoretical investigations on the static behavior of low aspect ratio shear stud connectors in ultra high performance concrete30
Approximate seismic performance of full and partial self-centering systems based on spectral analysis of SDOF systems30
Uniaxial compression behavior of steel fiber reinforced recycled coarse aggregate concrete confined by stirrups30
Machine learning models for predicting concrete beams shear strength externally bonded with FRP30
Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age30
Advanced corrective training strategy for surrogating complex hysteretic behavior30
Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences30
Sustainable innovation in self-compacted concrete: Integrating by-products and waste rubber for green construction practices30
Practical application of a novel prefabricated curling ice rink supported by steel–concrete composite floors: In situ measurements of static and dynamic response30
Analysis on the impact resistance of steel fiber reinforced recycled aggregate concrete30
Hysteretic behavior of geopolymeric recycled concrete-filled steel tubes under combined compression-bending-torsion30
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members30
Numerical modeling of beam plastic hinges in steel moment resisting frames including local buckling and stiffness/strength degradation29
Comparative study on a single-story RCC frame with large and small-scale magnetorheological damper subjected to seismic excitation29
Component modelling of low-damage beam-to-column joints equipped with friction dampers29
Experimental study on the seismic performance of a four-story prototype structure with multi-dimensional isolation and mitigation devices29
Seismic performance of bolted T-stub Beam-to-Box column connection29
An ameliorative duration of pulse-like ground motion records for nonlinear structural analysis29
Circular hollow stainless-steel tubes subjected to low-temperature eccentric compression loads29
Structural characterization of three types of woods in Sudan: (Anogeissus leiocarpus) Sahab, (Balanites aegyptiaca) Heglieg, and (Sclerocarya birrea) Humeid29
Monotonic and cyclic flexural performance of timber beams strengthened with glass fiber-reinforced polymer rods using near-surface mounted technique29
New prospects for designing bridge superstructure reinforcements: Structural aspects29
Numerical analysis on seismic performance of corner fitting connection in modular steel building29
Real-time structural health monitoring of bridges using convolutional neural network-based loss factor analysis for enhanced energy dissipation detection29
Self-centering and energy dissipation behavior of Fe-SMA prestressed segmental column systems29
Monitoring and analysis on shrinkage behavior of post-combined orthotropic steel-naturally cured UHPC composite deck29
Experimental study on axial compression of hybrid fiber cement-based composite column with circular cross section29
Study on the sulfate freeze thaw resistance of recycled coarse aggregate self-compacting concrete29
Repairing damaged steel plate shear wall with additional ribs29
The first engineering application of 10MN CFRP cables in cable-stayed bridge in China29
The impact of using hybrid polyvinyl alcohol–steel fibre ECC on the seismic behaviour of precast beam–to–column joints29
Structural displacement monitoring via improved YOLOv8 structure under complex scenarios29
Computational investigation of bistable and non-bistable deployable scissor structures29
A Bayesian approach to model selection and averaging of hydrostatic-season-temperature-time model29
A numerical exploration of structural efficiency of steel plates with 3D sinusoidal wave patterns29
Exploration of the behavior and evolution features of beam-column joints with T-stub using the structural strain energy method28
Optimum displacement profile for the direct displacement-based design of steel moment-resisting frames28
Study on the seismic bending behavior of coal gasification ash concrete beams under cyclic loading28
Estimation of deformation capacity of steel beam-columns based on strain ductility coefficient28
Numerical aeroelastic flutter prediction of variable stiffness laminated panels with curvilinear fiber in supersonic flow28
Shaking table testing of two storey As-Built and retrofitted scaled URM buildings28
The design of circular tubes with stepped varying thicknesses and their synergistic multi-tube combination28
Effect change of extra-wide concrete self-anchored suspension bridge under blast loads and its prediction considering time-dependent effect28
Monorail guideway structures performance under seismic loads28
Essential stressing state characteristics of H-section steel beams in fire revealed by modeling tested response data28
Theoretical prediction of chloride diffusion into concrete compared to natural chloride contamination of existing bridges28
Weight function calculation method for analyzing mixed-mode shear cracks in reinforced concrete beams28
The effects of geometric and metallurgical constraints on ultra-high strength steel weldments28
Dynamic reliability analysis of the existing bridges based on probability density evolution method28
Identification of concrete aggregates using K-means clustering and level set method27
Static analysis and boundary effect of FG-CNTRC cylindrical shells with various boundary conditions using quasi-3D shear and normal deformations theory27
SRDI: Synergistic distance-based approaches for supervised statistical pattern recognition in structural health monitoring27
Shear strengthening of continuous RC T-beams with deep embedded CFRP and steel bars: A numerical study27
Mathematical model and experimental verification of self-centering energy dissipative brace equipped with disc spring and wedge block27
Transverse seismic analysis method of underground interchange prefabricated utility tunnel27
Field test and theoretical analysis of a large underground arch structure subjected to buried explosion27
Effects of important characteristics of earthquake ground motions on probabilistic seismic demand assessment of long-span cable-stayed bridges27
Crack identification of concrete structures based on high-precision multi-level deep learning model27
Punching shear behavior of hybrid UHPC-NC slab-column connections27
Experimental investigation of the effectiveness of strengthening methods in reinforced concrete flat slabs with multiple openings under punching load27
Experimental and numerical investigation on post-tensioned prefabricated RC bridge column with replaceable buckling-restrained energy dissipaters27
Study on properties of Ultra-Lightweight Insulated Cementitious Composites for concurrent seismic and energy improving of existing RC frames27
Modeling the deformation of thin-walled circular tubes filled with metallic foam under two lateral loading patterns27
Experimental investigation on seismic behavior of steel reinforced concrete transfer structure with lapping columns27
Axial compressive behavior of concrete-filled double skin steel tubular columns with different stiffening constructions for wind turbine towers27
Efficient generation of standard and non-standard influence functions using Generalized Beam Theory27
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