| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A data-driven approach for predicting peak floor response based on visually observed rocking behaviors of freestanding NSCs
|
Jiang, Yongqing
|
|
|
332 |
C |
p.
|
artikel
|
| 2 |
Advancing the non-local damage approach for reinforced concrete structures: The Extended Gradient Damage Model
|
Xue, Liang
|
|
|
332 |
C |
p.
|
artikel
|
| 3 |
A hybrid forcasting model of temperature gradient in longitudinal slab tracks on bridge-subgrade transition zones
|
Li, Feng
|
|
|
332 |
C |
p.
|
artikel
|
| 4 |
Analytical models of horizontal shear stress and failure mode for reinforced concrete beam-column joints externally retrofitted with FRP sheets and steel anchor bolts
|
Wael, Manal
|
|
|
332 |
C |
p.
|
artikel
|
| 5 |
An extension of EC8-concepts to AISC-like design criteria for ductile stainless steel end-plate moment connections
|
Abar, Bahram Mirzaie
|
|
|
332 |
C |
p.
|
artikel
|
| 6 |
A refined approach to identify and quantify structural damage consistent with requirements of earthquake design, assessment and inspection of RC bridge piers
|
Chandra, Trishit
|
|
|
332 |
C |
p.
|
artikel
|
| 7 |
A scaling law for fire duration in RC frames to resist fire-induced progressive collapse: Considering critical design parameters
|
Lan, Dongqiu
|
|
|
332 |
C |
p.
|
artikel
|
| 8 |
Augmented neural ordinary differential equations with physical information for structural seismic response prediction using limited data
|
Yang, Sen
|
|
|
332 |
C |
p.
|
artikel
|
| 9 |
Axial compressive behavior and deterioration pattern of stainless-clad bimetallic square steel tubes under chloride ion environment
|
Li, Dong
|
|
|
332 |
C |
p.
|
artikel
|
| 10 |
Axial compressive behavior and stress-strain model analysis of FRP-confined corroded RC columns with different-sized circular sections
|
Yuan, Fang
|
|
|
332 |
C |
p.
|
artikel
|
| 11 |
Bearing capacity evaluation for highway multi-beam bridges by impact testing influence surface identification and virtual loading
|
Xu, Xinxiang
|
|
|
332 |
C |
p.
|
artikel
|
| 12 |
Behavior of shear connection in web-embedded U-shaped steel-concrete composite beams: Experimental and numerical study
|
Yan, Wenxu
|
|
|
332 |
C |
p.
|
artikel
|
| 13 |
Blast response and multi-objective optimization of multi-layered kirigami corrugated sandwich panels
|
Liu, Hao
|
|
|
332 |
C |
p.
|
artikel
|
| 14 |
Closed-form solution to multi-mode aerodynamic damping of monopile-supported offshore wind turbines
|
Li, Xiang
|
|
|
332 |
C |
p.
|
artikel
|
| 15 |
Collaborative bending performance of the double-beam between vertical units in modular steel buildings
|
Liu, Yang
|
|
|
332 |
C |
p.
|
artikel
|
| 16 |
Computer vision-aided damage assessment of corrugated steel plate shear links under earthquake excitations
|
Wang, Shiye
|
|
|
332 |
C |
p.
|
artikel
|
| 17 |
Crack width simulation with discrete reinforcement and 3D nonlinear finite element models
|
Krenn, Christina
|
|
|
332 |
C |
p.
|
artikel
|
| 18 |
Crushing response and multi-objective optimization of a novel double-feature bio-inspired gradient lattice structure under dynamic loading conditions
|
Chang, Yahui
|
|
|
332 |
C |
p.
|
artikel
|
| 19 |
Damage assessment of ultra-high-performance concrete protective wall against gaseous explosion
|
Chen, Di
|
|
|
332 |
C |
p.
|
artikel
|
| 20 |
Design and analysis of a novel star-shaped auxetic cylindrical metamaterial with excellent mechanical performance
|
Song, Bai-Xuan
|
|
|
332 |
C |
p.
|
artikel
|
| 21 |
Development and full-scale cycling test of a novel rotational friction damper with response-amplification mechanism
|
Huang, Zhenqin
|
|
|
332 |
C |
p.
|
artikel
|
| 22 |
Dynamic analysis and energy harvesting of double nonlinear stiffness vibration isolator
|
Yang, Tao
|
|
|
332 |
C |
p.
|
artikel
|
| 23 |
Dynamic response of concrete beams considering spatial variability of pitting corrosion damages subjected to impact loads
|
Liu, Yu
|
|
|
332 |
C |
p.
|
artikel
|
| 24 |
Editorial Board
|
|
|
|
332 |
C |
p.
|
artikel
|
| 25 |
Effect of residual strains in damaged RC beam after unloading on the flexural and shear behaviours of SSS-ECC repaired beams
|
Zhao, Dapeng
|
|
|
332 |
C |
p.
|
artikel
|
| 26 |
Effect of retrofitting strong beam and weak column exterior joint using HPHFRC: Experimental investigation
|
Mohinderu, Kunal
|
|
|
332 |
C |
p.
|
artikel
|
| 27 |
Effect of shear span-to-effective depth ratio and FRP material type on the behaviour of RC T-beams strengthened in shear with embedded FRP bars
|
Dirar, Samir
|
|
|
332 |
C |
p.
|
artikel
|
| 28 |
Effects of BRB on cyclic behavior of resilient RAC composite frames with ultra-high strength steel bars
|
Zhang, Jianwei
|
|
|
332 |
C |
p.
|
artikel
|
| 29 |
Efficient construction methods for the minimum interval radius-based stationary interval process model
|
Wu, Feng
|
|
|
332 |
C |
p.
|
artikel
|
| 30 |
Empirical and precise finite element modelling of bond-slip contact behavior between heat-damaged concrete and anchored CFRP composites with groove
|
Al-Rousan, Rajai Z.
|
|
|
332 |
C |
p.
|
artikel
|
| 31 |
Energy-based assessment of the influence of the nonlinearities on T-stub ultimate behaviour
|
Francavilla, A.B.
|
|
|
332 |
C |
p.
|
artikel
|
| 32 |
Experimental and analytical investigation of stainless steel reinforced seawater coral concrete beams subjected to four-point bending
|
Li, Zhibin
|
|
|
332 |
C |
p.
|
artikel
|
| 33 |
Experimental and numerical investigation of circular concrete-filled steel tubular columns subjected to post-earthquake fires
|
Wei, Guo-Qiang
|
|
|
332 |
C |
p.
|
artikel
|
| 34 |
Experimental investigation and predictive models of residual stresses in HSS welded H-sections at ambient temperature and after exposure to elevated temperature
|
Pang, Shiyun
|
|
|
332 |
C |
p.
|
artikel
|
| 35 |
Experimental investigation on seismically deficient RC bridge columns strengthened with prestressed vertical Fe-SMA plates and confined with CFRP wraps and UHPFRC jacket
|
Al Ekkawi, Adel
|
|
|
332 |
C |
p.
|
artikel
|
| 36 |
Experimental study of different fiber composites used to repair damaged coal gangue sintered brick masonry panels: Diagonal compression and cyclic shear compression behavior
|
Qu, Fenghao
|
|
|
332 |
C |
p.
|
artikel
|
| 37 |
Experimental study on stress concentration factors of multiplanar concrete-filled steel tubular KK-joints with internal ring stiffeners
|
Wang, Kang
|
|
|
332 |
C |
p.
|
artikel
|
| 38 |
Experimental study on the interfacial shear performance between macro basalt fibers reinforced UHPC as repair material and normal concrete
|
Chen, Zhiyuan
|
|
|
332 |
C |
p.
|
artikel
|
| 39 |
Fatigue behavior and bond improvement of the FRP-to-concrete interface after marine corrosion
|
Shi, Jia-Wei
|
|
|
332 |
C |
p.
|
artikel
|
| 40 |
Fatigue behavior of CFRP-strengthened butt-welded high-strength steel connections with surface cracks
|
Zhang, Yining
|
|
|
332 |
C |
p.
|
artikel
|
| 41 |
Fire behaviour of pin-ended concrete-encased concrete-filled steel tube (CECFST) slender columns under concentric and eccentric compression
|
Wu, Nuoxin
|
|
|
332 |
C |
p.
|
artikel
|
| 42 |
Flexural behaviors of GFRP-reinforced Engineered Cementitious Composite (ECC)-concrete composite beams
|
Wang, Li-Hui
|
|
|
332 |
C |
p.
|
artikel
|
| 43 |
Flexural behaviour and design of circular concrete-filled tube beams: Effective stress method
|
Alghossoon, Abdullah
|
|
|
332 |
C |
p.
|
artikel
|
| 44 |
Generative design of hierarchical truss structures with desired stiffness and strength: Recursive multiscale topology optimization based on powder bed fusion
|
Liu, Yizhuo
|
|
|
332 |
C |
p.
|
artikel
|
| 45 |
Global buckling prevention of multi-celled corrugated-plate CFST walls under pure in-plane bending loads
|
Zhang, Jia-Ming
|
|
|
332 |
C |
p.
|
artikel
|
| 46 |
Influence of the inclination angle of self-tapping screws on the fire performance of CLT-concrete composite floor slabs
|
Barclay, Sarah
|
|
|
332 |
C |
p.
|
artikel
|
| 47 |
Inverse design of performance-oriented cellular metamaterials
|
Huang, Haojie
|
|
|
332 |
C |
p.
|
artikel
|
| 48 |
Lateral behavior of circular concrete columns reinforced with partially unbonded steel basalt-fiber composite bars and hybrid stirrups
|
Sun, Yunlou
|
|
|
332 |
C |
p.
|
artikel
|
| 49 |
Lost data recovery for structural vibration data based on improved U-shaped encoder–decoder networks
|
Chen, Xize
|
|
|
332 |
C |
p.
|
artikel
|
| 50 |
Machine learning-based and interpretable models for predicting the resistance and probability of progressive collapse of steel frame-composite floor structures
|
Guo, Yuxu
|
|
|
332 |
C |
p.
|
artikel
|
| 51 |
Mechanics model, FE analysis, and experiment for shear behaviour of LWC beams strengthened with innovative configurations of ULW-ECC
|
Hu, Zhiheng
|
|
|
332 |
C |
p.
|
artikel
|
| 52 |
Mitigation of seismic and vibration responses for structure-equipment coupled system using 3D isolation friction pendulum bearing
|
Meng, Longfei
|
|
|
332 |
C |
p.
|
artikel
|
| 53 |
Negative stiffness energy-harvesting electromagnetic damper for vibration control of bridge stay cable
|
Shi, Xiang
|
|
|
332 |
C |
p.
|
artikel
|
| 54 |
Novel filler-free buckling-restrained steel energy dissipation devices: Cyclic behavior and failure mechanism
|
Zhang, Zhanhong
|
|
|
332 |
C |
p.
|
artikel
|
| 55 |
Numerical simulation considering phase transformations on stocky columns of high strength S960 steel welded box sections under compression
|
Zhu, M.F.
|
|
|
332 |
C |
p.
|
artikel
|
| 56 |
Numerical study on the effects of the mechanical degradation of UHPC layer and stud connectors on the fatigue performance of steel-UHPC composite bridge decks
|
Miao, Lingcong
|
|
|
332 |
C |
p.
|
artikel
|
| 57 |
Parametric study on hysteretic performance of separately-anchored self-centering concrete connections
|
Li, Lu-Xi
|
|
|
332 |
C |
p.
|
artikel
|
| 58 |
Path planning and topology-aided acoustic emission damage localization in high-strength bolt connections of bridges
|
Li, Dan
|
|
|
332 |
C |
p.
|
artikel
|
| 59 |
Plus-Cloud and Cloud with limited single stripe analyses: Two new methodologies for efficient and accurate estimation of fragility curves
|
Salehi, Mohammad
|
|
|
332 |
C |
p.
|
artikel
|
| 60 |
Prediction of ground movement-induced pipe responses considering variable PGD magnitudes using physics-informed neural networks and transfer learning
|
Taraghi, Pouya
|
|
|
332 |
C |
p.
|
artikel
|
| 61 |
Probabilistic resilience assessment of structures considering the functional uncertainty: A case study for external prestressed subframe in strengthening
|
Cao, Xu-Yang
|
|
|
332 |
C |
p.
|
artikel
|
| 62 |
Progressive collapse resistance of prestressed precast concrete substructures with slot-bolted top-seat angles
|
Shi, Hai-Rong
|
|
|
332 |
C |
p.
|
artikel
|
| 63 |
Quasi-static testing of rocking piers for railway bridges
|
Nie, Leixin
|
|
|
332 |
C |
p.
|
artikel
|
| 64 |
Reinforced concrete beam full response prediction with hybrid feature-orientation transformer-LSTM model
|
Yu, Zecheng
|
|
|
332 |
C |
p.
|
artikel
|
| 65 |
Reinforcement design and structural performance for the topology optimized 3D printed concrete truss beams
|
Wang, Qiang
|
|
|
332 |
C |
p.
|
artikel
|
| 66 |
Reinforcement-learning empowered adaptive piezoelectric metamaterial for variable-frequency vibration attenuation
|
Huang, Wanpeng
|
|
|
332 |
C |
p.
|
artikel
|
| 67 |
Risk-based optimum design of a device to simultaneously protect building columns against accidental impact, fire and progressive slab collapse
|
Gonçalves de Mattos, Luiz Eduardo
|
|
|
332 |
C |
p.
|
artikel
|
| 68 |
Rope effect in mechanical panel-timber connections: A comparison between screws and dowels
|
Debertolis, Mattia
|
|
|
332 |
C |
p.
|
artikel
|
| 69 |
Seismic behaviours of rubberized concrete (RuC) columns: Bidirectional shaking table test
|
Fang, Xiaojun
|
|
|
332 |
C |
p.
|
artikel
|
| 70 |
Seismic experimental research on damaged resilient reinforced concrete columns retrofitted by FRP sheets
|
He, Yunjian
|
|
|
332 |
C |
p.
|
artikel
|
| 71 |
Seismic performance enhancement of shear wall structures using lead viscoelastic coupling beam
|
Fang, Xiaojun
|
|
|
332 |
C |
p.
|
artikel
|
| 72 |
Self-centering tension brace for seismic damage mitigation: From real-time hybrid simulation test to performance-based seismic retrofit design
|
Wang, Jishuai
|
|
|
332 |
C |
p.
|
artikel
|
| 73 |
Semi-active control of vortex-induced vibration in long stay cable based on adaptive compensation sliding mode control
|
Li, Chunguang
|
|
|
332 |
C |
p.
|
artikel
|
| 74 |
Shear behavior of ultra-high-performance concrete (UHPC) beams that replace the stirrups with externally web-bonded steel plates
|
Li, Lifeng
|
|
|
332 |
C |
p.
|
artikel
|
| 75 |
Simulated field assembly bending experiment and mechanical model of sink-insert joints for prefabricated two-wall-in-one diaphragm walls
|
Qiu, Tong
|
|
|
332 |
C |
p.
|
artikel
|
| 76 |
Slenderness effect on circular RC columns strengthened with post-cast self-compacting concrete filled square steel tubes
|
Yan, Yuhong
|
|
|
332 |
C |
p.
|
artikel
|
| 77 |
State augmentation method for multimode nonstationary vibrations of long-span bridges under extreme winds
|
Lei, Simian
|
|
|
332 |
C |
p.
|
artikel
|
| 78 |
Strength prediction and uncertainty quantification of welded CHS tubular joints via Gaussian process regression
|
Chen, Bowen
|
|
|
332 |
C |
p.
|
artikel
|
| 79 |
Subwavelength partial-embedded seismic metamaterial with wide working frequency: Numerical simulation and experiment
|
Wang, Guifeng
|
|
|
332 |
C |
p.
|
artikel
|
| 80 |
The impact of force:length ratio patterns on buckling resistance of shell structures
|
Moskaleva, Anastasiia
|
|
|
332 |
C |
p.
|
artikel
|
| 81 |
Understanding the impact of spiral reinforcement on GFRP-RC beams under combined shear and torsion loading
|
Gouda, Mohammed Gamal
|
|
|
332 |
C |
p.
|
artikel
|
| 82 |
Unified tri-linear theoretical model for masonry infilled RC frames subjected to out-of-plane lateral loads
|
Xie, Xinyao
|
|
|
332 |
C |
p.
|
artikel
|
| 83 |
Vibration source characteristics and vibration reduction mechanism of the novel rubber pad floating slab track in metro turnout areas
|
Dai, Chuanqing
|
|
|
332 |
C |
p.
|
artikel
|
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