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 2021-08-01 to 2025-08-01.)
ArticleCitations
Android application of rapid visual screening for buildings in Indian context429
A new counterweight design method for shaking table test models of single-layer spherical latticed shells259
A method of calculating cable change parameters for cableway bridges213
A quadratic approximation for volume minimization topology optimization193
Structural behaviors of steel fiber-reinforced concrete-filled geotextile tube stub columns under axial compression179
Tensile behavior of parallel threaded couplers for reinforcements by natural cooling after elevated temperatures143
Seismic behaviour of post-earthquake composite frame structures with different damage levels136
A general framework for constructing the feasibility-constraint function of lamination parameters in optimization122
Macro-meso failure characteristics of corn straw biomass integrated material columns with different integration methods under axial compression115
Simplified design method of pounding-unseating-prevention device for LRB isolated continuous girder bridge105
Velocity-pressure admittance for structural analysis of large cooling towers against strong winds97
Probabilistic fatigue life assessment of steel rail-bridge in dual response surface framework94
Corrigendum to “The cyclic behavior of butterfly-shaped Link Steel Plate Shear Walls with and without Buckling-restrainers” [Structures 27 (2020) 607–625]93
Experimental and numerical studies on pullout behavior of embedded parts with studs for steel-plate concrete structures93
Analysis of full-scale precast post-tension (FPP) girder for straddle monorail – Experimental and FEA study92
Experimental study on monotonic, cyclic mechanics and fatigue performance of pressed cone sleeve splices90
A numerical study on the seismic design of buildings seated over an RSM layer90
Linear buckling behavior of longitudinally singly- and multi-stiffened steel plates under normal and shear stresses88
Geometrical and material optimization of the functionally graded doubly-curved shell by metaheuristic optimization algorithms88
Automated prediction and design of PBL connectors using physics-integrated explainable machine learning and user-friendly web API88
Effects of steel fiber grout on the mechanical performance and failure characteristics of fully grouted bolts88
Effect of profile shapes on the behaviour of web tapered i-beams under the effect of lateral torsional buckling81
A 2D exact model by stretching-through-the-thickness a kinematic variable for the 3D exact analysis of laminated composite structures: Theory and applications80
Calibrating equations to predict the compressive strength of FRP-Confined columns using optimized neural network model71
Prediction of modulus of elasticity of UHPC using maximum likelihood estimation method70
Experimental study and numerical simulation analysis of the Bolted-Welded hybrid connection joint of steel frame under fire70
Advanced corrective training strategy for surrogating complex hysteretic behavior69
Effect of different configurations of end stirrups on the seismic performance of RC columns68
Seismic upgrading of infilled RC frames having low concrete strength using engineered composites under cyclic and axial loading67
Residual behaviour of corroded reinforcements after high temperature exposure64
Effects of cladding ratio on shear resistance of stainless–clad bimetallic steel plate girder: Numerical analyses and design recommendations63
Linear 3D piezo-elasticity theory for static and free vibration analysis of piezoelectric/GOP/CNTs panels submerged in fluid62
Vibration serviceability of suspended floor: Full-scale experimental study and assessment61
Three-dimensional meso-scale modelling of geopolymer-based ultra-high performance concrete (G-UHPC) with ceramic ball coarse aggregates under projectile impact60
Shape optimization of the cylindrical shell with three types of directrix curves60
Damage identification of large-scale space truss structures based on stiffness separation method60
The effect of the gravity column in the seismic design of steel CBFs59
Comparative study on failure mechanism of full-scale precast and cast-in-place beam-column joints based on acoustic emission technology59
Experimental and parametric study of a novel braced system to improve seismic performance59
The single-loop Kriging model combined with Bayes’ formula for time-dependent failure probability based global sensitivity59
Nonlinearity as a damage index for structural health monitoring using random decrement technique58
A novel method for optimizing energy absorption of tensegrities with multi- self-stress modes58
Interfacial constitutive model of Fe-SMA-and-steel single-lap-shear bonded joints57
Cyclic behaviour of circular CFT-SG columns under axial tension-compression: Novel FE modelling and design methods56
Static performance of welded hollow spherical bolted joint with H-beams56
Development of beam elements for nonlinear analysis of reinforced concrete frames subjected to fire56
Shear behavior of high-strength tie bar connectors embedded in UHPC56
Time-dependent risk-targeted seismic design of RC moment-resisting frames under corrosive environment55
Seismic fragilities of Indian Standard Code designed ductile reinforced concrete frames with consideration of nonlinear soil–structure interaction55
Experimental and numerical studies on strong-axis and weak-axis bending performance of H-shaped prestressed UHPC members53
Experimental and theoretical studies on lateral behavior of prefabricated composite concrete-filled steel tubes truss column53
Resistant performance of cold-formed Q1100 ultra-high strength steel angle- and channel-section stub columns53
Simulation analysis of flow field and vortex-induced vibration characteristics of submarine cable under single/parallel-laying mode53
Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance52
Use of bore-epoxy anchorage system with CFRP laminates for shear strengthening of RC beams: An experimental and analytical investigation52
Prediction model of maximum stress for concrete pipes based on XGBoost-PSO algorithm51
Experimental study on uniaxial compressive properties and damage evolution of basalt fiber reinforced concrete after being subjected to high temperature51
Seismic behavior of full-scale square high-strength RACFST columns51
Pseudo-dynamic test and numerical analyses of staggered truss framing systems51
Mechanical behaviour of steel-concrete joint in hybrid girder cable-stayed bridge50
Instability behavior of hyperbolic single-layer reticulated steel cooling towers with semi-rigid joints subjected to wind actions50
Deformation analysis of high-speed railway CFG pile composite subgrade during shield tunnel underpassing50
The impact of reasonable PGA modulation and spatiotemporal variability of far-field long-period ground motion on continuous rigid-frame bridges50
Flexural performance of UHPC sandwich panels with UHPC-filled stainless steel pipe shear connectors49
Fragility analysis of a concrete gravity dam under mainshock-aftershock sequences49
Numerical simulation and performance evaluation of compression members in long-span single-layer spatial grid structures constrained by steel bars49
Compressive behaviour of double skin sections with stainless steel outer tubes and recycled aggregate concrete49
Finite element modelling and design of concrete wind turbine towers subjected to combined compression and bending49
From data processing to behavior monitoring: A comprehensive overview of dam health monitoring technology48
Crack detection in arbitrary beam cross-sections using a new mass-spring system47
The influence of internode geometry on the bearing capacity of parallel chord wood trusses47
Investigating the efficiency and reliability of different lap-splice configurations in NSM BFRP rods for strengthening RC beams47
Experimental and analytical investigations on tension stiffening of reinforced engineered cementitious composites members46
Research on the disaster prevention mechanism of mega-sub controlled structural system by vulnerability analysis46
Mechanical behavior of timber columns reinforced with high-performance bamboo-based composites and self-tapping screws under axial compression45
Machine learning models for predicting concrete beams shear strength externally bonded with FRP45
Transient response of delaminated composite curved beams subjected to a moving force45
Multi-scale analysis method for composite-metal hybrid truss nodes using the MPC-submodel approach45
Physics-informed neural networks for displacement control of cable domes44
Analytical solution for the longitudinal seismic response of a shield tunnel with isolation layers under incident shear waves44
Experimental behavior of circular concrete-filled steel tabular columns under near-fault cyclic loadings44
The diagonal shear behavior of masonry walls fabricated with historical lime-based mortar and retrofitted with near surface mounted method44
Evaluation of the interaction between distortional–global buckling in perforated cold-formed steel rack sections44
The quasi-static test of hollow prefabricated circular pier with high-strength reinforcement and calculation method for plastic hinge length43
Member control efficiency and shape control capability of a loaded cable dome43
Behavior of cross-shaped stiffened concrete-filled steel tubular stub columns after fire exposure43
Cyclic behaviour of precast shear walls with damage-concentrated connectors42
Strengthening of glass fiber sheets for multi-bolted pultruded GFRP connections: Effects of connection type and bolt-tightening force42
A metamodeling-based robust optimisation approach for structures subjected to random underground blast excitation42
Numerical and theoretical study of buckling behavior of corroded H-section eccentric compression steel columns42
Research on hysteretic performance prediction method of novel connection dampers for external wall panels based on the mining of temporal combination characteristics42
Compressive and shear behavior of cement stabilized rammed earth wallettes reinforced with coir, bamboo splints and steel bars41
Nonlinear analysis of full-range bending process of prefabricated and cast-in-place concrete composite beams considering interface debonding41
Embodied carbon assessment using a dynamic climate model: Case-study comparison of a concrete, steel and timber building structure41
Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars40
Study on construction technology and bearing mechanism of pressure cast-in-situ pile with spray-expanded frustum40
Research on load-bearing performance of new fabricated steel structure beam-column joints with energydissipating elements40
Seismic performance of friction damped posttensioned steel frame equipped with SMA strands40
Dynamic crushing responses of enhanced auxetic re-entrant honeycomb based on additive manufacturing40
Behavior and design of circular concrete columns strengthened with textile-reinforced mortar subjected to eccentric compression40
RETRACTED: Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams40
Shrinkage behaviour of high-strength concrete plates reinforced with carbon textile reinforcement40
Effect of impact location on the dynamic response of concrete columns reinforced with GFRP bars having various slenderness ratios: A numerical study40
Experimental and numerical studies on the cyclic performance of structural frames equipped with bar dampers40
Local buckling behaviour and capacities of Cold-Formed Steel Double-I-Box stub and short column sections40
Optimization of semi-active tuned mass damper inerter for enhanced vibration control of jacket platforms using multi-objective optimization due to environmental load40
Functional behaviour of novel multi-layered deposition via twin wire arc additive manufacturing: Microstructure evolution and wear tailoring characteristics40
Numerical simulation on aerodynamic admittance of the moving train on a highway-railway one-story bridge under the random synthetic turbulence40
Failure modes of laminated porous panel with different connection methods39
Axial compressive performance of ultra-high performance concrete-filled steel tube stub columns at different concrete age39
Modal experiment and model updating for Yingzhou Bridge39
Finite element analysis method for the sliding cable analysis: The sliding variable method39
Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation39
Experimental and theoretical investigations on the static behavior of low aspect ratio shear stud connectors in ultra high performance concrete39
Behavior of circular concrete-encased concrete-filled double-skin steel tube stub columns under eccentric compression39
Design of cold-formed stainless steel circular hollow section columns using machine learning methods38
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 side38
Seismic performance of precast concrete superposed shear walls with CFST end columns subjected to cyclic loading38
Residual stress modelling for stainless-clad bimetallic steel welded circular sections38
Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network38
Research on the application of DIC technology in model tests of hydraulic structures38
Effect of steel grid on enhancing seismic performance of bridge pier with low reinforcement ratio: Shaking table test and numerical simulation38
Locating delamination in a composite laminate using machine learning and recurrent deep neural networks based on vibration response38
Hysteretic behavior of geopolymeric recycled concrete-filled steel tubes under combined compression-bending-torsion38
Improved fire design of steel I-sections under combined compression and bending37
The first engineering application of 10MN CFRP cables in cable-stayed bridge in China37
Bending tests on building beams containing electric arc furnace slag and alternative binders and manufactured with energy-saving placement techniques37
Life cycle resilience assessment of RC frame structures considering multiple-hazard37
Seismic response control of bridges with nonlinear tuned vibration absorbers37
Analysis on the impact resistance of steel fiber reinforced recycled aggregate concrete37
First results of a methodology to obtain a 1D variable geometry model for the structural analysis of corroded steel beams from the point cloud37
Structural performance of cold-formed steel box girders with C-section flanges and sinusoidal corrugated webs37
Experimental study and numerical simulation on the transverse force transmission mechanism of discretely connected precast RC floor37
Reconstruct the 3D load redistribution paths of framed structures subjected to local column failure and multi-floor fire36
Pre-tensioned steel straps for seismic retrofit of reinforced concrete columns under combined loading of flexure, shear and torsion36
Life-cycle cost analysis of steel frames with shape-memory alloy based dampers36
Flexural behaviour of hollow reinforced concrete T-beams strengthened or retrofitted with carbon-fibre-reinforced laminates: Experimental and numerical investigation36
Surrogate based prediction models for elastically supported beams under the action of opposite moving loads36
Comparative study and performance evaluation of steel moment resisting frames design with: Force-based design and performance-based plastic design36
Experimental study on the flexural resistance of existing prestressed hollow-core slab beams36
Effect of variations internal pressure on cracking radiant coils distortion36
Experimental study on fatigue behavior of cracked steel plates repaired with adhesively bonded steel patches36
Analytical study on influence of subsurface voids on moment capacity of singly reinforced concrete beam – Inspired by a project case study36
Optimised rotational-spring component-based modelling strategy for seismic resistant steel-concrete composite joints and frames with continuous or isolated slab36
Punching and lateral cyclic behavior of concrete slab-column connections reinforced with steel sheets35
Nonlinear static behavior analysis of single/double-layer frame tunnels with mortise and tenon joint35
Shaking table test of a half-scale three-story non-ductile RC building subjected to near-fault ground motions: Experimental and numerical modeling35
Elastic lateral-torsional buckling of cellular beams35
Cyclic pull-out behavior of screwed-in threaded rods embedded in glulam elements: Experimental and numerical studies35
Geometric properties and imperfections influence on buckling behavior of Variable-Thickness steel cylindrical shells subjected to combined Loading: Experimental and numerical study35
Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings35
Investigations of new precast RC barrier using extended rebars and steel plate-to-angle connection against vehicle collisions35
Stress state analysis of steel-UHPC composite beams with rubber connectors under hogging moments from energy perspective35
Degradation prediction of recycled aggregate concrete under sulphate wetting–drying cycles using BP neural network35
Structural damage detection based on modal strain energy assurance criterion using adaptive region shrinkage assisted IGOA35
Seismic pounding effects on typical building structures considering soil-structure interaction34
Constitutive modeling on cyclic stress-strain behaviour of 7A04-T6 high-strength aluminium alloy34
Effect of aspect ratio and geometric defects on the stability performance of U-rib stiffened plates34
Bonding of steel bars in concrete: A systematic review of the literature34
Multi-objective optimisation of aluminium skins and recycled/perforated PET foams sandwich panels subjected to impact loads34
Experimental study on anchorage performance and mechanism of hooked bars with a pre-yield anchorage failure34
Study on axial compression mechanical behavior of cold-formed thin-walled C-shaped steel composite wall sheathed with straw board on both sides34
Elastic buckling behavior of corroded uniformly compressed plates with three simply supported edges34
Numerical analysis on seismic performance of corner fitting connection in modular steel building34
A time-varying mechanical structure reliability analysis method based on performance degradation34
Blast resistance of sandwich panels with 3D sinusoidally curved negative Poisson's ratio honeycombs34
Development of integrated semi-active adaptive vibration control system for bridges subjected to traffic loads34
Efficient framework for structural reliability analysis based on adaptive ensemble learning paired with subset simulation34
Flexural behavior of square concrete-encased concrete-filled double-skin steel tube members34
Full‐scale tests of industrial steel storage pallet racks34
Applications of simplified 3D FE model in seismic analysis for friction-damped posttensioned steel frame structures34
Punching shear behavior of reinforced concrete flat slab column connection containing recycled eggshell powder34
Uniaxial compression behavior of steel fiber reinforced recycled coarse aggregate concrete confined by stirrups34
Experimental and numerical investigation of impact behavior of RC slab with different opening size and layout34
Calculation of second-order bearing capacity of members subjected to axial load and biaxial bending33
Design and experimental study of a replaceable steel-UHPC composite bridge deck33
Seismic fragility of tall buildings considering soil structure interaction (SSI) effects33
Structural strengthening of reinforced concrete beams using ultra-high-performance concrete with various fiber volume fractions and layer thicknesses33
Integrating structural and seismic properties for enhanced seismic response prediction of building structures via artificial neural network33
Long-term flexural behavior of concrete beams with hybrid FRP and steel reinforcements in simulated marine environment33
Study on the effect of pre-stressed level on the force performance of wedge steel plate jacket and steel wire mesh-PCM strengthened RC beams33
Crossing cable design optimization of multi-tower cable-stayed bridge based on joint analytical method and genetic algorithm33
Comprehensive review of engineered bamboo in structural engineering: Comparative insights into laminated bamboo and bamboo scrimber33
Structure reactions and train running safety on CFST arch bridges under different kinds of near-fault earthquakes33
Multi-objective optimization of cable force of arch bridge constructed by cable-stayed cantilever cast-in-situ method based on improved NSGA-II33
Experimental investigation of single and hybrid-fiber reinforced concrete under drop weight test33
Soil-dependent stochastic optimization of base isolation system with negative stiffness inerter damper subjected to non-stationary seismic excitation32
Experimental study on the compressive behavior of concrete filled steel tubular columns with regional corrosion32
Comparisons of design methods for beam string structure based on reliability and progressive collapse analysis32
Flexural behavior of tunnel lining segment strengthened with BFRP grid-fiber reinforced geopolymer mortar32
Prestressing effect of self-bonded prestressed CFRP for repairing steel plates with defects32
Field pullout test and anchorage length calculation for external anchorage of GFRP anti-floating anchors32
Form-finding of frame-supported tensile membrane structures using stochastic optimisation32
Practical application of a novel prefabricated curling ice rink supported by steel–concrete composite floors: In situ measurements of static and dynamic response32
Experimental and numerical evaluation of the structural performance of corroded reinforced concrete beams under different corrosion schemes32
Approximate seismic performance of full and partial self-centering systems based on spectral analysis of SDOF systems32
Torsional behavior of GFRP-RC pontoon decks with an edge cutout and diagonal reinforcements32
Dynamic progressive collapse response of 3D monolithic precast concrete frame structures considering slab effects32
Investigation of the effect of real ground motion record number on seismic response of regular and vertically irregular RC frames32
Axial compressive behavior of circular hollow steel tube-reinforced UHTCC column32
Static performance of steel temcor joint subjected to out-of-plane bending moments32
Sustainable innovation in self-compacted concrete: Integrating by-products and waste rubber for green construction practices32
Experimental and analytical research on the seismic performance of CEEP joint32
Mechanical properties of wire arc additively manufactured steels at polar temperatures32
The impact of using hybrid polyvinyl alcohol–steel fibre ECC on the seismic behaviour of precast beam–to–column joints31
Component modelling of low-damage beam-to-column joints equipped with friction dampers31
A Bayesian approach to model selection and averaging of hydrostatic-season-temperature-time model31
Analytical equations to estimate design biaxial response of high strength concrete structural walls31
Multi-axial material constitutive model updating based online numerical simulation method for seismic performance evaluation of shear wall structures31
Flexural performance of corrugated top flange steel-concrete composite beams under the negative moment region31
Experimental and numerical study on shear behavior of shear pockets between ultra-high-performance and normal concrete for precast girder bridges31
Seismic performance of bolted T-stub Beam-to-Box column connection31
Monorail guideway structures performance under seismic loads31
Effects of basalt fibres and rubber particles on the flexural fatigue behaviour of concrete31
Transverse seismic analysis method of underground interchange prefabricated utility tunnel31
Dynamic reliability analysis of the existing bridges based on probability density evolution method31
Effect change of extra-wide concrete self-anchored suspension bridge under blast loads and its prediction considering time-dependent effect31
Flexural behavior of reinforced concrete slabs containing recycled glass powder and steel fibers31
Structural characterization of three types of woods in Sudan: (Anogeissus leiocarpus) Sahab, (Balanites aegyptiaca) Heglieg, and (Sclerocarya birrea) Humeid31
Shear stiffness of the bonding interface in concrete structures strengthened by steel plates31
A semi-explicit integration algorithm with controllable numerical damping for real-time hybrid simulation31
Experimental and numerical research of ultrahigh performance concrete layered shell element based on a two-dimensional fixed crack model31
Experimental study on axial compression of hybrid fiber cement-based composite column with circular cross section30
Monitoring and analysis on shrinkage behavior of post-combined orthotropic steel-naturally cured UHPC composite deck30
Wind load assessment with the JPDF of wind speed and direction based on SHM data30
Experimental studies on axial compressive behavior of reinforced concrete-filled UHPC tube composite column30
Nonlinear analysis of planar, H-shaped and U-shaped thin reinforced concrete shear walls30
Theoretical prediction of chloride diffusion into concrete compared to natural chloride contamination of existing bridges30
Effect of longitudinal reinforcement ratio on residual flexural capacity of high-strength reinforced concrete beams exposed to impact loading30
A new and convenient method for strength evaluation of cracked cylindrical shell based on the ratio of crack tip stresses30
Collapse-resistant mechanisms induced by various perimeter column damage scenarios in RC flat plate structures30
A comparative study on lateral displacements of movable T-deck and Box-deck under solitary waves30
Circular hollow stainless-steel tubes subjected to low-temperature eccentric compression loads30
A numerical exploration of structural efficiency of steel plates with 3D sinusoidal wave patterns30
Weight function calculation method for analyzing mixed-mode shear cracks in reinforced concrete beams30
Study on properties of Ultra-Lightweight Insulated Cementitious Composites for concurrent seismic and energy improving of existing RC frames30
Experimental and numerical investigation of punching shear capacity of corroded reinforced concrete slab-column connections30
The design of circular tubes with stepped varying thicknesses and their synergistic multi-tube combination30
Effect of earthquake induced-pounding on the response of a series of four adjacent buildings considering soil-structure interaction30
Comparative study on a single-story RCC frame with large and small-scale magnetorheological damper subjected to seismic excitation30
Computational investigation of bistable and non-bistable deployable scissor structures30
Monotonic and cyclic flexural performance of timber beams strengthened with glass fiber-reinforced polymer rods using near-surface mounted technique29
Investigation of the seismic performance of a precast CFDST column with internal SMA and external energy dissipating devices29
Improved methods to predict the effective strain for the design of RC beams strengthened by FRCM composite29
Study on the safety of cemented sand and gravel dams based on the profile form of model tests29
Development and performance evaluation of an auxetic yield metal damper for enhanced seismic energy dissipation29
Shear strength prediction of reinforced concrete beams using machine learning29
Prediction of compressive strength of masonry structures: Integrating three optimized models by virtue of committee machine29
Study on the seismic bending behavior of coal gasification ash concrete beams under cyclic loading29
Identification of concrete aggregates using K-means clustering and level set method29
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