Engineering Structures

Papers
(The TQCC of Engineering Structures is 14. 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
Editorial Board270
Discrete singular convolution method for modelling of waveguide interaction of beam-type structures with impedance boundaries223
Optimal log floor patterns203
Reliability of structural wall shear design for tall reinforced-concrete core wall buildings157
Shear behaviour of doubly symmetric rectangular hollow flange beam with circular edge-stiffened openings146
Model uncertainties and partial safety factors of strain-based approaches for structural concrete: Example of punching shear145
Generalized line-element formulations for geometrically nonlinear analysis of nonsymmetric tapered steel members with warping and Wagner effects131
Development of a novel haunched link for eccentrically braced frames131
Cyclic performance of steel frame fabricated with cold-formed steel composite wall structure131
Test and analysis of multi-cavity particle damper for vertical vibration control of pipeline structures129
Flexural behavior of partially encased cellular beams: Tests and design implications125
Safety assessment of existing pin-jointed grid structures with crooked members using static model updating123
Cyclic behavior of laminated bio-based connections with slotted-in steel plates: Genetic algorithm, deterministic neural network-based model parameter identification, and uncertainty quantification121
Corrigendum to “Tendon stress evaluation of unbonded post-tensioned concrete segmental bridges with two-variable response surfaces” [Eng. Struct. 245 (2021) 112984]120
Editorial Board118
A model for the initial stiffness of the face plate component117
Corrigendum to “Experimental investigation and numerical analysis of a hybrid bridge isolation system utilizing bonded and unbonded laminated rubber bearings” [Eng Struct 321 (2024) 118991]116
Predicting the Maximum Displacements of Structures during an Earthquake based on Chaos Theory112
Stability and design of stainless steel hollow section columns at elevated temperatures110
Experimental investigation and numerical simulation on seismic performance of self-centering bridge bents with energy-dissipation beams108
Experimental investigation of the overall pull-out behavior of group anchored straight-type steel strands107
Experimental insights into the seismic behaviour of flanged URM walls107
Experimental and numerical study on a novel staggered truss with chord-connected steel plates107
Reliability-based capacity safety factor for G20Mn5 cast steel joints104
Impact response analysis and prediction of FRP-RC beams with varying flexural stiffness: Numerical simulation and modified two-DOF calculation103
Effects of interface conditions on tribological and hysteretic behaviors of symmetric friction connections102
Vibration-based tension estimation of short helically multi-stranded wires under low axial tension99
Interaction between F/TRC shear strengthening and steel stirrups: Experimental observations on real-scale RC T-beams98
Beam-on-Foundation modelling of dowel-type single fastener connections in cross laminated timber97
Seismic performance factors for timber buildings with woodframe shear walls97
Numerical modelling for prediction of ground-borne vibrations induced by pile driving93
Characteristics of tornado wind loads and examinations of tornado wind load provisions in ASCE 7–1693
An elastic-induced buckling column with enhanced dissipation capacity for vibration suppression of jacket platforms93
Structural analysis of a 3D dry-stack tyre wall by finite-discrete element method92
Anisotropy and compaction gradient assessment on rammed earth specimens through sonic tomography approach91
Bond stress-slip relationship of CFRP bar-concrete interface of CFRP reinforced concrete subjected to reversed cyclic loading91
Multifiber finite element model based on enhanced concrete constitutive law to account for the effects of early age damage on the seismic response of RC structures90
Interaction diagrams of concrete-filled steel tube columns exposed to fire considering the slenderness effect88
Experimental study and optimal design of axial behavior of UHPC-filled glass-fiber-reinforced polymer pultruded square columns88
A new computational framework for the minimum thrust analysis of axisymmetric masonry domes87
Design model for shear keys used as thermal break systems in balcony-slab joints under combined shear and bending loads86
Experimental investigation on shear fatigue behavior of perfobond strip connectors made of high strength steel and ultra-high performance concrete86
Blast reliability assessment and sensitivity analysis of steel MRFs equipped with NiTi SMA bolts85
Cumulative effects of cracking in monoblock multipurpose precast concrete sleepers on railway tracks85
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties85
Performance of Composite Plate Shear Walls/Concrete Filled (C-PSW/CF) Under Fire Loading: A Numerical Investigation83
Development and investigation of an innovative, light-weight, two-way spanning timber-concrete composite slab82
Vision-based model updating and evaluation of miter gates on inland waterways82
Scale modeling of thermo-structural fire tests of wood members82
Critical analysis of seismic codes’ provisions on second order effects81
Effect of a novel joint connection of UHPC wet joint and tapered sleeve locking-type couplers on the lateral cyclic response of precast segmental railway bridge columns80
A formula of quantile of extreme wind pressure coefficient to estimate wind load with various mean recurrence intervals79
Analysis of non-uniform force distribution characteristics among tendons of prestressed anchor cable and experimental study on equal stress tensioning79
Neural networks-based spring element for second-order analysis of pile-supported structures with nonlinear soil- structure interaction79
Multi-sensor fusion for structural displacement estimation: Integrating vision and acceleration from mobile devices78
Development and experimental study of a replaceable double stage coupling beam damper77
Low cycle fatigue capacity of shell-to-base connections in stainless steel thin-walled tanks76
The effect of concentrated loads on open-well masonry spiral stairs76
Surrogate-assisted seismic performance assessment incorporating vine copula captured dependence76
A novel hybrid method for predicting maglev train-induced environmental vibrations combining field measurement, 2.5D FEM modelling and multi-objective optimization76
Transition analysis of flat-foldable origami-inspired deployable shelter concepts75
Experimental investigation on punching shear behaviour of RC-(R)UHPFRC composite flat slabs without transverse reinforcement74
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction74
A rcGAN-based surrogate model for nonlinear seismic response analysis and optimization of steel frames73
Design of cold-formed high strength steel irregular octagonal hollow section columns73
Time-dependent analysis of simply supported and continuous unbonded prestressed concrete beams72
A machine learning based method for predicting the shear strength of Fiber-Reinforced Concrete joints in precast segmental bridges72
Experimental behavior and seismic performance assessment of Unbonded Post-tensioned Precast Concrete Walls for low-rise buildings70
Impact resistance and performance of precast shear walls with various connections under axial and lateral loads70
Experimental and numerical investigations of high strength steel unlipped channel sections under interior-two-flange loading70
Bond behavior of an ultra-high performance concrete-filled anchorage for carbon fiber-reinforced polymer tendons under static and impact loads70
Experimental and theoretical investigations of the existing reinforced concrete frames retrofitted with the novel external SC-PBSPC BRBF sub-structures69
Dynamic analysis of an elastic half-plane soil medium with periodic wave barriers under a moving load69
RC beams retrofitted by FRP oriented in any direction: Influence of the effectiveness factors69
Mechanical properties of a novel fiber-bridging interface for connecting FRP profile and concrete69
Vibration monitoring and acoustic emission sensing during progressive load tests of corroded reinforced concrete beams69
Three-dimensional free vibration analysis of functionally graded graphene platelets-reinforced composite toroidal shells69
Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors68
Numerical analysis and design of concrete-filled wire arc additively manufactured steel tube under axial compression68
Effects of operational variability and damage on structural response signals: A method based on LMS radar image and residual-permutation entropy68
Time-varying characteristics analysis of bridge under moving vehicle using a modified time-frequency method with limited sensors67
Physics-enhanced machine learning-based optimization of tuned mass damper parameters for seismically-excited buildings67
Minimum variance unbiased Bayesian smoothing for input and state estimation of systems without direct Feedthrough: Mitigating Ill-Posedness of online load identification67
Quasi-static tests of CFST embedded RC column-to-precast cap beam with socket connection67
Performance of RC beam-column assemblies during and after elevated temperature to resist progressive collapse66
Stochastic discontinuum analysis of unreinforced masonry walls: Lateral capacity and performance assessments66
Physics-based probabilistic demand model and reliability analysis for reinforced concrete beams under blast loads65
Automatic multi-leaf nonperiodic block-by-block pattern generation and computational analysis of historical masonry structures65
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams65
Experimental evaluation of a locally prestressed precast concrete wall under repeated loading histories: Seismic performance and repairability65
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement65
Experimental study on flexural behavior of UHPC wet joint in prefabricated multi-girder bridge64
Prediction of temperature variation in FRP-wrapped RC columns exposed to fire using artificial neural networks64
Fracture modelling of steel fibre reinforced concrete structures by the lumped damage mechanics: Application in precast tunnel segments63
Parametric study of steel flush and extended end-plate joints under column loss scenario63
A data-driven sensor placement strategy for reconstruction of mode shapes by using recurrent Gaussian process regression62
Design method of concrete filled thin-walled steel tube column-foundation connections62
Repair of fire-damaged RC square columns with CFRP textile-reinforced ECC matrix61
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression61
In-Plane measurements using a novel streamed digital image correlation for shake table test of steel structures controlled with MR dampers60
Baseline-free absolute strain estimation for cylindrical structures60
Full-scale push-out testing of headed stud-steel block connectors in prefabricated steel-concrete composite beams60
A hybrid constitutive model of high-damping viscoelastic materials used for vibration control of civil structures60
Comprehensive review of the structural behaviour and numerical modelling of recycled aggregate concrete-filled steel tubes60
Wind-resistant structural optimization of supertall buildings based on high-frequency force balance wind tunnel experiment59
Closed-form solutions for vibrations analysis of cracked Timoshenko beams on elastic medium: An analytically approach59
A benchmark comparison and optimization of Gaussian process regression, support vector machines, and M5P tree model in approximation of the lateral confinement coefficient for CFRP-wrapped rectangular58
Efficient buckling and post-buckling analysis of porous FG sandwich beams by new RPIM-HOCM mesh-free approach58
Probabilistic curvature-and-drift limit states predictive models of high-strength bridge columns57
Spalling of concrete cover induced by reinforcement57
Pushover-based seismic performance assessment of unanchored steel storage tanks with different slenderness ratios57
Multi-level performance-based seismic design optimisation of RC frames57
Experimental investigation on seismic performance of an enhanced embedded base for CFST columns57
Methodology for determining optimal design of funicular arches under point loads and selfweight against in-plane buckling57
Fatigue strength of normal and high strength steel joints improved by weld profiling57
Displacement-based blast-resistant evaluation for simply-supported RC girder bridge under below-deck explosions57
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model57
Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form56
Full-scale experimental testing of RC beam-column joints strengthened using CFRP ropes as external reinforcement56
Numerical method for the form finding and force analysis of non-prestressed cable-membrane structures with mechanism displacement56
A grouping method for optimization of steel skeletal structures by applying a combinatorial search algorithm based on a fully stressed design56
Bi-directional semi-active tuned mass damper for torsional asymmetric structural seismic response control56
Behaviour of a Cold-Formed Steel Shear Wall with Centre-Corrugated Steel Sheathing under Cyclic Loading55
Time-variant seismic resilience of reinforced concrete buildings subjected to spatiotemporal random deterioration55
Study on the estimate for seismic response of high-speed railway bridge-track system55
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net55
Investigation on shear behavior of large diameter short stud connectors in steel- thin UHPC bridge deck55
Substructure-based design method for vertically irregular steel buckling-restrained braced frame structures55
Development of more accurate cyclic hysteretic models to represent RBS connections55
Modular assembly of tensegrity structures with diverse mesh division forms55
Behavior of eccentrically loaded rectangular CFST components for shear walls using double horizontally-corrugated steel plates55
Experimental investigation on the in-plane and out-of-plane interaction of isolated infills in RC frames55
Probabilistic seismic performance assessment of optimally designed highway bridge isolated by ordinary unbonded elastomeric bearings55
Design procedure for orthogonal steel exoskeleton structures for seismic strengthening55
Seismic behaviour of precast sandwich wall panels of steel fibre reinforced concrete layers and fibre reinforced polymer connectors54
Testing, numerical modelling and design of stainless steel welded I-sections under minor-axis combined loading54
Shear behavior on PBL shear connector with a relatively thin perforated steel plate in steel-UHPC composite bridge deck system54
Behavior and general design method of concrete-filled high-strength steel tube (CFHST) columns54
Seismic performance of various types of cold-formed steel composite shear walls with CFRP-toughened screw connections54
Seismic performance of precast concrete columns with prefabricated UHPC jackets in plastic hinge zone54
Cyclic behavioral characteristics of RC beams strengthened by U-wrapped TRM jacket with anchorage details54
A macro element of demountable bolted steel-concrete composite connections for a novel prefabricated concrete sandwich wall panel structure54
Axial compressive behavior of multi-celled corrugated-plate CFST walls: Tests and numerical simulations54
A comparative study on the most effective machine learning model for blast loading prediction: From GBDT to Transformer53
Deep learning-based autonomous damage-sensitive feature extraction for impedance-based prestress monitoring53
Experimental study on the behavior of circular ultra-high strength concrete-filled steel tube columns subjected to unequal end moments53
Modeling stiffness of connections and non-structural elements for dynamic response of taller glulam timber frame buildings53
Carbon reduction and strength enhancement in functionally graded reinforced concrete beams53
Investigation of strengthened low slenderness RC column by using textile reinforced mortar strip under axial load53
A rehabilitation approach for rocking foundations: Vertical-monotonic and horizontal-cyclic loading52
Cyclic behavior of joints assembled using prefabricated beams and columns with Engineered Cementitious Composite (ECC)52
Machine learning-based wind pressure prediction of low-rise non-isolated buildings52
Synergistic response of steel columns to explosive thermal and long duration blast loading52
Multi-morphology TPMS structures with multi-stage yield stress platform and multi-level energy absorption: Design, manufacturing, and mechanical properties52
Mechanical and thermal postbuckling of functionally graded graphene origami-enabled auxetic metamaterials plates52
Field test and numerical simulation of a full-scale RC pier under multiple lateral impacts52
Proposed auxetic cluster designs for lightweight structural beams with improved load bearing capacity52
Seismic performance of post-tensioned self-centering concrete frames under near-fault pulse-like ground motions51
A novel joint for driven concrete geothermal energy pile foundations51
Mechanism of longitudinal cracking in concrete deck slabs of composite cable-stayed bridges51
Gaps in the post-breakage out-of-plane bending stiffness assessment of 2-ply partially damaged laminated glass elements under short-term quasi-static loads51
Automated detection of propagating cracks in RC beams without shear reinforcement based on DIC-controlled modeling of damage localization51
Numerical and analytical study of stainless steel beam-to-column extended end-plate connections51
Fatigue behaviour of notched steel beams strengthened by a self-prestressing SMA/CFRP composite51
Collapse risk of controlled rocking steel braced frames considering buckling and yielding of capacity-protected frame members51
Seismic resilience of corroded mid-rise reinforced concrete structures under mainshock-aftershock sequences51
Evaluation of nonlinear response biases of arch dams due to amplitude scaling via three-component record selection based on conditional spectra50
Shear strength of an anchor post-installed into a hardened concrete member50
Flexural strengthening of RC beams using GFRP grid bonded with sprayed polyurea50
Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision50
Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections50
In-plane shear strength and damage fragility functions for partially-grouted reinforced masonry walls with bond-beam reinforcement50
Minimizing embodied energy of reinforced concrete floor systems in developing countries through shape optimization50
Seawater sea-sand concrete columns using durable and ductile steel-FRP composite bars and FRP ties: A promising hybrid scheme for marine engineering50
Wave propagation characterization of 2D composite chiral lattice structures with circular plate inclusions50
Durability of SFCB reinforced low-alkalinity seawater sea sand concrete beams in marine environment50
Concept and flexural performance of non-prestressed steel plate-UHPC-NC composite girder bridge50
Cyclic behavior of single shear steel-to-steel screws and powder-actuated fastener connections49
Multimode damping optimization of a long-span suspension bridge with damped outriggers for suppressing vortex-induced vibrations49
Hazard-consistent performance comparison of ASCE and Eurocode-compliant steel moment frames49
Shear-friction behavior of concrete-to-concrete interface under direct shear load49
Data-driven full-field vibration response estimation from limited measurements in real-time using dictionary learning and compressive sensing49
Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete49
Effectiveness of buckling restrained braces for upgrading earthquake resistant capacity of single layer grid dome49
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces49
Experimental validation and simplified design of an energy-based time equivalent method applied to evaluate the fire resistance of the glulam exposed to parametric fire49
Seismic upgrading of existing reinforced concrete buildings: A state-of-the-art review49
Editorial Board49
Criteria for identifying vulnerability classes for rocking masonry church façades via fragility curves49
An inelastic-state based procedure to calculate the force demands along building height for recentering steel building frames48
DSM design of LSF walls subject to distortional buckling48
Experimental behavior of interior and exterior steel-concrete composite NPS® beam-column joints48
Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending48
Editorial Board48
Numerical and analytical investigation for ultimate capacity of steel beams strengthened with GFRP plates48
Bending performance of RC slabs strengthened by CFRP sheets using sprayed UHTCC as bonding layer: Experimental study and theoretical analysis48
Energy dissipation capacity for waffle-flat-plate structures subjected to bi-directional seismic loadings48
Preliminary numerical study on the reduction of seismic pounding damage to buildings with expanded polystyrene blocks48
Response of shear critical reinforced concrete frames and walls under monotonic loading48
Experimental investigation on screw reinforcement of timber members under compression perpendicular to the grain48
Quantifying robustness in tall timber buildings: A case study47
Benchmark tests on high strength steel frames47
Harnessing the path-dependent bistability of non-prismatic foldable truss modules for self-lockability47
Nonlinear analysis of GFRP reinforced concrete beams using moment-rotation approach and conjugate beam method47
Buckling-controlled braces for seismic resistance inspired by origami patterns47
Probabilistic evaluation of railway vehicle’s safety on bridges under random earthquake and track irregularity excitations47
Flexural strengthening of reinforced concrete beams using external tendons47
A stability-based energy-dissipation design method of viscoelastic dampers47
Modified performance-based plastic design for self-centering structures46
Seismic performance evaluation of eccentrically braced frames with long links using FEMA P695 methodology46
Three-stage optimization framework of functionally graded stiffened cylindrical shells under thermal environment46
Full static resistance of castellated steel beams with hexagonal web openings for blast response predictions46
Pushover-based probabilistic seismic capacity assessment of RCFs retrofitted with PBSPC BRBF sub-structures46
Experimental and numerical investigations on flexural behavior of stress-laminated timber-concrete composite decks with butt joints45
PSDM: A parametrized structural dynamic modeling method based on digital twin for performance prediction45
Hybrid joining of jacket structures for offshore wind turbines – Determination of requirements and adhesive characterisation45
Shaking-table tests of seismic responses of slender intake tower-hoist chamber systems45
Spectral decomposition-based explicit time-domain method for non-stationary random vibration analysis of train-bridge system45
A composite prismatic structure with thermal-torsion coupling effect45
Prestress loss of twisted wire strands and parallel wire strands at elevated temperatures45
Overturning resistant capacities of rocking frames with supplemental vibration control devices under pulse-type excitations45
Design of stainless steel CHS-concrete infill-carbon steel CHS double-skin stub columns45
Effect of the strengthening patterns on the flexural performance of RC continuous beams using FRP reinforcements45
Shielding and wind direction effects on wind-induced response of cable-supported photovoltaic array45
Coupled CFD-FE analysis of a long-span truss beam exposed to spreading fires45
Dynamic performance prediction of an annular tensegrity structure based on similitude method45
Time-varying cable force identification in cable-stayed bridges by a high-resolution time-frequency method45
Analysis of the tension chord in the flexural response of concrete elements: Methodology and application to weft-knitted textile reinforcement45
Video comprehension-based approach for seismic damage recognition of freestanding non-structural components45
Shear capacity of additively manufactured stainless steel bolted connections after fire45
Experimental investigation of axial compressive behavior of square and rectangular confined concrete-masonry structural wall boundary elements44
Reliability-based calibration of site-specific design typhoon wind and wave loads for wind turbine44
Three dimensional simulations of FRC beams and panels with explicit definition of fibres-concrete interaction44
Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending44
Assessing vibration induced damage in unreinforced masonry walls subject to vehicular impact – A numerical study44
Seismic fragility analysis of suspended cable trays in civil buildings44
Fragility-informed seismic design of multi-column bridge bents with post-tensioned concrete columns for accelerated bridge construction44
Experimental campaign of horizontal cladding wall panels connection in industrial precast reinforced concrete buildings44
Evaluation of shear strength models for ETS-FRP-retrofitted beams subjected to shear-critical failure44
Seismic performance improvement using bolt-on isolators on interconnected slender electrical equipment43
Residual axial capacity of seismically designed RC bridge pier after near-range explosion of vehicle bombs43
Simplified proposal for the temperature field of steel-reinforced CFST columns exposed to fire43
Experimental Test of The Gap Reinforced Fastened Connection (GRFC): A highly stiff and ductile reinforced connection concept with reduced pinching for timber structures43
Numerical modelling of glulam frames with buckling restrained braces43
Prediction of blast response of RC columns considering dynamic bond-slip between reinforcement and concrete43
Bed joint reinforcement of shear walls using threaded titanium rods43
Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets43
UHPC-based precast large-cantilevered thin-walled bent caps: Design and experiments43
A new empirical formulation for the out-of-plane resistance of masonry infills in reinforced concrete frames43
Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique42
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