| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accurate force evaluation in prestressed cable-strut structures: A robust sparse Bayesian learning method with feedback-driven error optimization
|
Chen, Yao
|
|
|
330 |
C |
p.
|
artikel
|
| 2 |
A concurrent multi-scale framework for performance assessment of moment resisting reinforced concrete frame
|
Mishra, Onkar
|
|
|
330 |
C |
p.
|
artikel
|
| 3 |
Acoustic emission-based indicators of shear failure of reinforced concrete beams without shear reinforcement
|
Zhang, Fengqiao
|
|
|
330 |
C |
p.
|
artikel
|
| 4 |
Advanced structural testing and modelling of a novel full-scale helical shape tidal turbine foil
|
Munaweera Thanthirige, Tenis Ranjan
|
|
|
330 |
C |
p.
|
artikel
|
| 5 |
A higher-order shear deformation theory considering thickness stretching for isotropic plane beams
|
Hu, Wenfeng
|
|
|
330 |
C |
p.
|
artikel
|
| 6 |
A hybrid domain adaptation approach for estimation of prestressed forces in prestressed concrete bridges under moving vehicles
|
Talaei, Saeid
|
|
|
330 |
C |
p.
|
artikel
|
| 7 |
Analysis of flexural behaviour of steel reinforced cement-less concrete beam
|
Romanazzi, Vincenzo
|
|
|
330 |
C |
p.
|
artikel
|
| 8 |
An efficient seismic damage prediction method for high-speed railway track-bridge systems based on multi-task learning
|
Peng, Kang
|
|
|
330 |
C |
p.
|
artikel
|
| 9 |
A novel inerter-enhanced self-centering damper (ISCD) for improving seismic resilience of self-centering RC building frames
|
Kong, Sihua
|
|
|
330 |
C |
p.
|
artikel
|
| 10 |
A novel steel-GFRP-foam composite fender for reinforced concrete pier protection subjected to vessel collision
|
Cheng, Yi
|
|
|
330 |
C |
p.
|
artikel
|
| 11 |
A recursive nonlinear virtual sensing method for joint input-state-parameter estimation of partially measured structures
|
Liu, Zihao
|
|
|
330 |
C |
p.
|
artikel
|
| 12 |
A review of energy-dissipating systems for over-height vehicle bridge impact mitigation
|
Mraih, Haider
|
|
|
330 |
C |
p.
|
artikel
|
| 13 |
A state-of-the-art review of bridges subjected to earthquake fault ruptures
|
Lin, Yuanzheng
|
|
|
330 |
C |
p.
|
artikel
|
| 14 |
A stochastic multi-objective optimisation approach for damage localisation via model updating with uncertain input parameters
|
Ragnitz, Jasper
|
|
|
330 |
C |
p.
|
artikel
|
| 15 |
Automated machine learning exact dirichlet boundary physics-informed neural networks for solid mechanics
|
Tian, Xiaoge
|
|
|
330 |
C |
p.
|
artikel
|
| 16 |
Auxetic hierarchical metamaterials with programmable dual-plateau energy absorption and broadband vibration attenuation
|
Wu, Jie
|
|
|
330 |
C |
p.
|
artikel
|
| 17 |
A vision-based deformation tracking for self-centering structures during shaking table tests
|
Zhang, Hongmei
|
|
|
330 |
C |
p.
|
artikel
|
| 18 |
Bayesian inference with finite element analysis for concrete structural creep and shrinkage prediction
|
Huang, Jingxiang
|
|
|
330 |
C |
p.
|
artikel
|
| 19 |
Bayesian operational modal analysis of two supertall buildings under Super Typhoon Saola
|
Pan, Haoran
|
|
|
330 |
C |
p.
|
artikel
|
| 20 |
BFRP bars reinforced geopolymer-based coral aggregate concrete beams with sustainable and high seawater erosion resistance: Flexural durability, economic, and ecological analysis
|
Zhang, Bai
|
|
|
330 |
C |
p.
|
artikel
|
| 21 |
Bond behavior of stainless steel (SS) rebar to seawater sea-sand concrete (SSC): Experiments and modeling
|
Xiao, Fangduo
|
|
|
330 |
C |
p.
|
artikel
|
| 22 |
Bond durability between GFRP bars and seawater sea sand concrete in marine environments
|
Mai, Guanghao
|
|
|
330 |
C |
p.
|
artikel
|
| 23 |
Characterization of the hysteretic response of stiffened column bases subjected to axial and flexural loadings
|
Behboud, Niloufar
|
|
|
330 |
C |
p.
|
artikel
|
| 24 |
Corrigendum to “A closed-form solution of dowel action based on beam on elastic foundation theory and fracture mechanics” [Eng. Struct. 315 (2024) 118430]
|
Lu, Jiandong
|
|
|
330 |
C |
p.
|
artikel
|
| 25 |
Corrigendum to “Structural reliability updating on the basis of proof load testing and monitoring data” [Eng Struct 330 (2025) 119863]
|
de Vries, R.
|
|
|
330 |
C |
p.
|
artikel
|
| 26 |
Corrigendum to ''Surrogate models for seismic and pushover response prediction of steel special moment resisting frames'' [Eng. Struct., 314 (2024) 118307]
|
Samadian, Delbaz
|
|
|
330 |
C |
p.
|
artikel
|
| 27 |
Curved truss connector for freeform single-curved concrete sandwich shell: Analytical model
|
Shi, Jiaxu
|
|
|
330 |
C |
p.
|
artikel
|
| 28 |
Cyclic behavior of reinforced rubberized concrete columns under flexure-shear interaction
|
Hernández, Ernesto
|
|
|
330 |
C |
p.
|
artikel
|
| 29 |
Cyclic compressive behavior and stress-strain model for PET FRP-confined engineered cementitious composite (ECC)
|
Cui, Yongxiang
|
|
|
330 |
C |
p.
|
artikel
|
| 30 |
Damage detection for bridges under a moving vehicle based on generalized S - local maximum reassignment transform
|
Tang, Lei
|
|
|
330 |
C |
p.
|
artikel
|
| 31 |
Deflection influence line - based bridge damage detection using high-resolution modal flexibility matrix with limited sensors
|
Lin, Yuming
|
|
|
330 |
C |
p.
|
artikel
|
| 32 |
Design and behaviour of moment resisting precast concrete connections with cast-in shear fasteners
|
Riedel, Kamil
|
|
|
330 |
C |
p.
|
artikel
|
| 33 |
Design of partially grouted reinforced masonry shear walls in an earthquake-prone area: Proposal based on the LRFD approach
|
Vargas, Laura
|
|
|
330 |
C |
p.
|
artikel
|
| 34 |
Earthquake induced peak floor accelerations in multi-story self-centering concentrically braced frames
|
Qiu, Canxing
|
|
|
330 |
C |
p.
|
artikel
|
| 35 |
Eccentric compression behaviour of circular steel tube confined steel-reinforced concrete columns exposed to fire
|
Wang, Fengqin
|
|
|
330 |
C |
p.
|
artikel
|
| 36 |
Editorial Board
|
|
|
|
330 |
C |
p.
|
artikel
|
| 37 |
Enhancing flexural performance of reinforced concrete beams using UHPC overlay and external bonding of CFRP composites
|
Balla, Taraka M.R.
|
|
|
330 |
C |
p.
|
artikel
|
| 38 |
Enhancing flexural performance of rubberized concrete beams through incorporation of rice husk ash as cement replacement
|
Hussein, Noha
|
|
|
330 |
C |
p.
|
artikel
|
| 39 |
Experimental and numerical assessment of recycled plastic fibers on shear strength and behavior of reinforced concrete beams with basalt FRP bars
|
Hassan, Bedar Rauf
|
|
|
330 |
C |
p.
|
artikel
|
| 40 |
Experimental and numerical investigations of a novel steel-UHPC-polyurethane composite fender against vessel collisions
|
Yang, Jian
|
|
|
330 |
C |
p.
|
artikel
|
| 41 |
Experimental and numerical investigations on vibration performance of mass timber slab floors with floating concrete toppings
|
Guo, Chenyue
|
|
|
330 |
C |
p.
|
artikel
|
| 42 |
Experimental and simulation study on seismic resilience in bridge piers affected by saline soil corrosion
|
Ma, Wenjie
|
|
|
330 |
C |
p.
|
artikel
|
| 43 |
Experimentally-validated buckling behavior of wire-arc additively manufactured stainless steel bars
|
Laghi, Vittoria
|
|
|
330 |
C |
p.
|
artikel
|
| 44 |
Experimental research on fire resistance of the concrete beams strengthened with the CFRP sheets pasted by magnesium phosphate inorganic adhesive
|
Yan, Kai
|
|
|
330 |
C |
p.
|
artikel
|
| 45 |
Experimental study and analytical model of masonry columns confined with fiber grid-reinforced ECC under cyclic compression load
|
Zhang, Pu
|
|
|
330 |
C |
p.
|
artikel
|
| 46 |
Experimental study and numerical simulation of the seismic performance of corroded L-shaped RC shear walls
|
Zhang, Xin
|
|
|
330 |
C |
p.
|
artikel
|
| 47 |
Failure criteria and stress-strain constitutive envelope surfaces for UHPFRC with different volume fractions of steel fibers under triaxial compression
|
Ke, Lu
|
|
|
330 |
C |
p.
|
artikel
|
| 48 |
Finite element analysis and design of triple grades hybrid high-performance steel structure (TGHSS)
|
Huang, Jiaying
|
|
|
330 |
C |
p.
|
artikel
|
| 49 |
Finite element modelling of concrete-filled double-skin steel stiffened tubular chord-to-SHS steel brace T-joints: Behaviour and design
|
Diao, Yan
|
|
|
330 |
C |
p.
|
artikel
|
| 50 |
Flexural behavior of adhesively bonded cross-laminated timber-concrete composite (TCC) panel with glass-fiber textile mesh as reinforcement in concrete: Experimental studying and numerical simulation
|
Chen, Haoze
|
|
|
330 |
C |
p.
|
artikel
|
| 51 |
Flexural fatigue behavior of FRP-reinforced UHPC tubular beams
|
Fan, Tian-Hui
|
|
|
330 |
C |
p.
|
artikel
|
| 52 |
From traditional damage detection methods to Physics-Informed Machine Learning in bridges: A review
|
Mammeri, Safae
|
|
|
330 |
C |
p.
|
artikel
|
| 53 |
Fuzzy-probabilistic evaluation for the dynamic instability of corroded buried pipes conveying fluids
|
Attia, Saher
|
|
|
330 |
C |
p.
|
artikel
|
| 54 |
Game engine-empowered digital twin for seismic damage simulation of buildings
|
Jiang, Jun
|
|
|
330 |
C |
p.
|
artikel
|
| 55 |
Improvement of analysis method for cable-reinforced ETFE cushion structure
|
Zhang, Zhen
|
|
|
330 |
C |
p.
|
artikel
|
| 56 |
Investigation of bond shear behaviour of UHPC-NSC and damage prediction model under salt freeze-thaw environment
|
Lyu, Jingjing
|
|
|
330 |
C |
p.
|
artikel
|
| 57 |
Large-scale experimental study on the mechanical behavior of a steel-UHPC composite truss arch under high compressive stress state after cyclic construction
|
He, Guang
|
|
|
330 |
C |
p.
|
artikel
|
| 58 |
Lightweight topology optimization of cracked structures based on the mixed-mode brittle fracture criterion
|
Yang, Changhao
|
|
|
330 |
C |
p.
|
artikel
|
| 59 |
Low-damage performance of rocking column bases with Belleville Springs for enhanced seismic resilience
|
Xie, Jiang-Yue
|
|
|
330 |
C |
p.
|
artikel
|
| 60 |
Multi-objective optimization-based acoustic emission damage location in orthotropic steel decks considering complex wave paths
|
Nie, Jia-Hao
|
|
|
330 |
C |
p.
|
artikel
|
| 61 |
Multistable bi-modulus Kresling origami with superior foldability and stiffness: An analytical design model
|
Cao, Mingjin
|
|
|
330 |
C |
p.
|
artikel
|
| 62 |
Nonlinear hysteretic model of prefabricated pier-cap beam joint with CFST socket connection
|
Zhu, Zhixin
|
|
|
330 |
C |
p.
|
artikel
|
| 63 |
Novel time-dependent seismic fragility assessment tool for existing RC highway bridges in a multi-hazard environment considering regular maintenance
|
Al Hawarneh, Alaa
|
|
|
330 |
C |
p.
|
artikel
|
| 64 |
Operational temperature effect on the behavior of magnetorheological dampers
|
Delijani, Yaser Mostafavi
|
|
|
330 |
C |
p.
|
artikel
|
| 65 |
Reusability diagnosis method for demolished bridge girders based on topological evolution of load paths
|
Tu, Ronghui
|
|
|
330 |
C |
p.
|
artikel
|
| 66 |
Revealing critical failure laws of composite curved beams through network-free renormalization and clustering algorithm
|
Shen, Zijie
|
|
|
330 |
C |
p.
|
artikel
|
| 67 |
Seismic damage prediction of rockfill dams based on crest settlement and missing data imputation
|
Zheng, Zhou
|
|
|
330 |
C |
p.
|
artikel
|
| 68 |
Seismic performance of precast double-column rocking piers with U-shaped tendons and stiffening steel shoes: Experimental and numerical study
|
Zhong, Haiqiang
|
|
|
330 |
C |
p.
|
artikel
|
| 69 |
Seismic performance of reinforced concrete (RC) shear walls with and without damped outriggers and controlled rocking
|
Tobber, L.
|
|
|
330 |
C |
p.
|
artikel
|
| 70 |
Seismic response of geostructures to obliquely incident pulse-type near-fault P and SV waves
|
Mohammadnezhad, Hamid
|
|
|
330 |
C |
p.
|
artikel
|
| 71 |
Shake table tests of economical precast ultra-high performance concrete bridge piers with different fiber types and seismic joint materials
|
Romero, Allan Joseph
|
|
|
330 |
C |
p.
|
artikel
|
| 72 |
Shaking table tests on masonry structures retrofitted with steel-polymer mortar after earthquake damage
|
Qiyun, Qiao
|
|
|
330 |
C |
p.
|
artikel
|
| 73 |
Shear failures and bearing capacity analysis of UHPC beams at low temperatures: Experiment and formulation
|
Jin, Liu
|
|
|
330 |
C |
p.
|
artikel
|
| 74 |
Stair-Stepping metamaterial and the derived isolator for all-DOF vibrations with multi-payloads
|
Ou, Haifeng
|
|
|
330 |
C |
p.
|
artikel
|
| 75 |
Structural reliability updating on the basis of proof load testing and monitoring data
|
de Vries, R.
|
|
|
330 |
C |
p.
|
artikel
|
| 76 |
Structural resilience of post-tensioned members to repeated low-velocity impacts
|
Kang, Thomas H.-K.
|
|
|
330 |
C |
p.
|
artikel
|
| 77 |
Study on seismic performance of steel frame beam-slab-column joint based on angle unilateral connection
|
Yu, Jie
|
|
|
330 |
C |
p.
|
artikel
|
| 78 |
Tensile behavior of Q890 and Q960 high-strength steel butt joints after corrosion
|
Chen, Man-Tai
|
|
|
330 |
C |
p.
|
artikel
|
| 79 |
Testing and numerical modelling of web-stiffened cold-formed steel channel section compression members with web perforations and batten reinforcements
|
Zhang, Jia-Hui
|
|
|
330 |
C |
p.
|
artikel
|
| 80 |
Time-dependent tsunami fragility analysis for reinforced concrete building stock
|
Del Zoppo, Marta
|
|
|
330 |
C |
p.
|
artikel
|
| 81 |
Uncertainty quantification of modal properties of Rainbow Bridge from multiple-setup OMA data
|
Zhu, Zuo
|
|
|
330 |
C |
p.
|
artikel
|
| 82 |
Vibration performance of CLT and CLT-concrete composite floors supported by glulam beams under human activity in mass timber office buildings
|
Malek, Sardar
|
|
|
330 |
C |
p.
|
artikel
|
| 83 |
Waterborne debris impact forces on wall structures: Elastic analytical model integrating the effects of the structural mass
|
De Iasio, Alessandro
|
|
|
330 |
C |
p.
|
artikel
|
| 84 |
Wind field characterization with skip-connected variational autoencoder for data cleaning under deck disturbance effects
|
Chen, Nanxi
|
|
|
330 |
C |
p.
|
artikel
|
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