nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Additively manufactured three-dimensional open-cell tubular-lattice structures for balanced mechanical behaviors
|
Dong, Jianhua |
|
|
279 |
C |
p. |
artikel |
2 |
A decoupled double-loop method with the adaptive allowable limits for probabilistic performance-based design optimization
|
Fathali, Mohammad Ali |
|
|
279 |
C |
p. |
artikel |
3 |
A high-order finite element continuation for buckling analysis of porous FGM plates
|
Chaabani, Hamza |
|
|
279 |
C |
p. |
artikel |
4 |
A Multi-volume constraint approach to diverse form designs from topology optimization
|
Yan, Xin |
|
|
279 |
C |
p. |
artikel |
5 |
Analysis methodology and design verification for strengthening moment-resisting caisson foundations
|
Guner, Serhan |
|
|
279 |
C |
p. |
artikel |
6 |
Analysis of the response of a roadway bridge under extreme flooding-related events: Scour and debris-loading
|
Kosič, M. |
|
|
279 |
C |
p. |
artikel |
7 |
An investigation of dynamic vehicle-bridge interaction effects based on a comprehensive set of trains and bridges
|
Kohl, Antonia M. |
|
|
279 |
C |
p. |
artikel |
8 |
A novel combined experimental-machine learning approach to estimate the probabilistic capacity of RC beams with spatially correlated rebar corrosion in transverse and longitudinal directions
|
Srivaranun, Supasit |
|
|
279 |
C |
p. |
artikel |
9 |
A novel self-centering viscous damper for improving seismic resilience: Its development, experimentation, and system response
|
Yan, Xin |
|
|
279 |
C |
p. |
artikel |
10 |
A numerical strategy for relieving pretension of cable net structures by exchanging stiffness components
|
Wang, Xintao |
|
|
279 |
C |
p. |
artikel |
11 |
A numerical study of blast resistance of fire damaged ultra-high performance concrete columns
|
Xu, Zhenhuan |
|
|
279 |
C |
p. |
artikel |
12 |
A refinement network embedded with attention mechanism for computer vision based post-earthquake inspections of railway viaduct
|
Wang, Junjie |
|
|
279 |
C |
p. |
artikel |
13 |
A simplified approach to determine the prestress loss and time-dependent deflection in cracked prestressed concrete members, prestressed with fiber reinforced polymers or steel tendons
|
Páez, Pablo M. |
|
|
279 |
C |
p. |
artikel |
14 |
Behavior of double skin composite core wall subject to biaxial cyclic loads
|
Xu, Dan |
|
|
279 |
C |
p. |
artikel |
15 |
Behavior of thread-fixed one-side bolts bolted T-stubs with arc-shaped flange to steel tube under tension
|
Liu, Le |
|
|
279 |
C |
p. |
artikel |
16 |
Bond performance between BFRP bars and alkali-activated seawater coral aggregate concrete
|
Zhang, Bai |
|
|
279 |
C |
p. |
artikel |
17 |
Bridge monitoring: Application of the extreme function theory for damage detection on the I-40 case study
|
Martucci, D. |
|
|
279 |
C |
p. |
artikel |
18 |
Centrifuge tests of large-diameter steel pipes crossing strike–slip faults
|
Liu, Wei |
|
|
279 |
C |
p. |
artikel |
19 |
Compressive behaviour of concrete-filled multi-cell GFRP pultruded square columns reinforced with lattice-webs
|
Yang, Laiyun |
|
|
279 |
C |
p. |
artikel |
20 |
Damage detection method based on defect mode for orthogonal grid stiffened panels
|
Zheng, Kaihong |
|
|
279 |
C |
p. |
artikel |
21 |
3D analysis of railway induced vibrations on skew girder bridges including ballast track–bridge interaction effects
|
Sánchez-Quesada, J.C. |
|
|
279 |
C |
p. |
artikel |
22 |
Design and control analysis of a deployable clustered hyperbolic paraboloid cable net
|
Ma, Shuo |
|
|
279 |
C |
p. |
artikel |
23 |
Detection of damages caused by earthquake and reinforcement corrosion in RC buildings with Deep Transfer Learning
|
Dogan, Gamze |
|
|
279 |
C |
p. |
artikel |
24 |
Development of composite action in a new long-span timber composite floor: Full-scale experiment and analytical approach
|
Zhang, Chao |
|
|
279 |
C |
p. |
artikel |
25 |
Development of robust ultra-high-performance carbon nanofiber aggregates (UHPCNFAs) for structural health monitoring
|
Joshi, Bhagirath |
|
|
279 |
C |
p. |
artikel |
26 |
Dowel action of the tensile reinforcement in RC beams without shear reinforcement: Novel experimental investigation and mechanical modelling
|
Autrup, Frederik |
|
|
279 |
C |
p. |
artikel |
27 |
Dynamic testing and numerical modelling of a pedestrian timber bridge at different construction stages
|
Bergenudd, Jens |
|
|
279 |
C |
p. |
artikel |
28 |
Eccentric behavior of l-shaped Multi-partition Steel-Concrete composite shear walls
|
Wang, Yunhe |
|
|
279 |
C |
p. |
artikel |
29 |
Editorial Board
|
|
|
|
279 |
C |
p. |
artikel |
30 |
Effective damping ratio enhancement effect of tuned inerter dampers for seismic response control of civil structures
|
He, Hui |
|
|
279 |
C |
p. |
artikel |
31 |
Effect of high-strength steel spirals on the seismic behavior of square concrete-filled steel tubular columns under high axial load ratio
|
Yuan, Fang |
|
|
279 |
C |
p. |
artikel |
32 |
Evaluating the effects of loading protocol on the strength and deformation capacity of Flexure-Shear critical concrete columns
|
Sasan Khedmatgozar Dolati, Seyed |
|
|
279 |
C |
p. |
artikel |
33 |
Experimental and analytical investigations on compressive behaviors of modular steel shear-keyed tubes
|
Khan, Kashan |
|
|
279 |
C |
p. |
artikel |
34 |
Experimental and numerical investigation on dynamic behavior of RC orifice targets subjected to underwater explosions
|
Yang, Guangdong |
|
|
279 |
C |
p. |
artikel |
35 |
Experimental and numerical investigation on the seismic behaviors of RC shear walls with multiple post-openings before and after strengthening by steel plates
|
Liu, Meng |
|
|
279 |
C |
p. |
artikel |
36 |
Experimental and two-scale numerical studies on the behavior of prestressed concrete-steel hybrid wind turbine tower models
|
Li, Zeyu |
|
|
279 |
C |
p. |
artikel |
37 |
Experimental investigation of lightweight aggregate concrete-filled cold-formed built-up box section (CFBBS) stub columns under axial compression
|
Teoh, Keat Bin |
|
|
279 |
C |
p. |
artikel |
38 |
Experimental study on the collapse-resistant performance of unbonded prestressed PC beam-column sub-assemblages with pinned connections
|
Xu, Wenliu |
|
|
279 |
C |
p. |
artikel |
39 |
Experimental study on the ultimate bearing capacity of damaged RC arches strengthened with ultra-high performance concrete
|
Yang, Jun |
|
|
279 |
C |
p. |
artikel |
40 |
Exploring the potential of the critical shear crack theory for reinforced and post-tensioned glass beams: Initial analysis and experiments
|
Cupać, Jagoda |
|
|
279 |
C |
p. |
artikel |
41 |
Fail-safe optimum cable system under cable breakage in cable-stayed bridges. Application to the Queensferry Crossing Bridge
|
Soto, Noel |
|
|
279 |
C |
p. |
artikel |
42 |
Failure evaluation of transmission tower with asymmetrical legs by Scaled–Down pushover experiment
|
Abdalfatah Saddek, Ahmed |
|
|
279 |
C |
p. |
artikel |
43 |
Flexural behavior of precast ultra-lightweight ECC-concrete composite slab with lattice girders
|
Deng, Bo-Yu |
|
|
279 |
C |
p. |
artikel |
44 |
Flexural strength of prestressed Ultra-High-Performance concrete beams
|
Fang, Zhi |
|
|
279 |
C |
p. |
artikel |
45 |
Fragility functions for fiber-reinforced polymers strengthened reinforced concrete beam-column joints
|
Yurdakul, Özgür |
|
|
279 |
C |
p. |
artikel |
46 |
Full-scale test and numerical modeling on deformation and damage behavior of segmental joints under ultimate compression-bending load
|
Guo, Wenqi |
|
|
279 |
C |
p. |
artikel |
47 |
Influence of ground motion duration on seismic behavior of RC bridge piers: The role of low-cycle fatigue damage of reinforcing bars
|
Su, Junsheng |
|
|
279 |
C |
p. |
artikel |
48 |
Integrated and coordinated numerical simulations on fabrication processes of high strength S690 cold-formed circular hollow sections
|
Hu, Yi-Fei |
|
|
279 |
C |
p. |
artikel |
49 |
LEGO-Inspired and Digitally-Fabricated steel reinforcement cage for Ultra-High performance concrete (UHPC) beams
|
Shao, Yi |
|
|
279 |
C |
p. |
artikel |
50 |
Live load effects in hammer-head piers of continuous highway bridges and design equations based on numerical simulations verified by field tests
|
Demir, Çağrı |
|
|
279 |
C |
p. |
artikel |
51 |
Long-term health monitoring of concrete and steel bridges under large and missing data by unsupervised meta learning
|
Entezami, Alireza |
|
|
279 |
C |
p. |
artikel |
52 |
Mechanism analysis and experimental verification of the bulging vibration characteristic of a fluid-solid metamaterial
|
Yi, Zichun |
|
|
279 |
C |
p. |
artikel |
53 |
Modeling of uncertain geometry of cold formed steel members based on laser measurements and machine learning
|
Zhao, Xi |
|
|
279 |
C |
p. |
artikel |
54 |
Nonlinear spring modelling approach for concrete edge breakout failure of shear loaded anchorages of arbitrary configurations
|
Bokor, Boglárka |
|
|
279 |
C |
p. |
artikel |
55 |
Numerical investigations on punching shear behavior of eccentrically loaded reinforced concrete footings
|
El-Naqeeb, Mohamed H. |
|
|
279 |
C |
p. |
artikel |
56 |
Performance of engineered cementitious composite (ECC) monolithic and composite slabs subjected to near-field blast
|
Zhou, Hongyuan |
|
|
279 |
C |
p. |
artikel |
57 |
Plastic hinge length and inelastic rotational capacity of reinforced concrete shear walls detailed with Self-Centering reinforcement
|
Tolou Kian, Mohammad J. |
|
|
279 |
C |
p. |
artikel |
58 |
Pointwise multiclass vibration classification for cable-supported bridges using a signal-segmentation deep network
|
Kim, Sunjoong |
|
|
279 |
C |
p. |
artikel |
59 |
Post-earthquake recover strategy for substations based on seismic resilience evaluation
|
Liu, Xiao |
|
|
279 |
C |
p. |
artikel |
60 |
Prediction of long-term prestress loss for prestressed concrete cylinder structures using machine learning
|
Zhang, Hang |
|
|
279 |
C |
p. |
artikel |
61 |
Prediction of seismic acceleration response of precast segmental self-centering concrete filled steel tube single-span bridges based on machine learning method
|
Zhang, Dan |
|
|
279 |
C |
p. |
artikel |
62 |
Probabilistic error assessment and correction of design code-based shear strength prediction models for reliability analysis of prestressed concrete girders
|
Liu, Jiadaren |
|
|
279 |
C |
p. |
artikel |
63 |
Pseudo-geodesic gridshells
|
Mesnil, Romain |
|
|
279 |
C |
p. |
artikel |
64 |
Punching and post-punching shear failure behaviors of laterally-restrained and eccentrically loaded flat plate slab-column joints with drop panels
|
Wang, Junkun |
|
|
279 |
C |
p. |
artikel |
65 |
Quasi-zero-stiffness metamaterial pipe for low-frequency wave attenuation
|
Cai, Changqi |
|
|
279 |
C |
p. |
artikel |
66 |
Rapid seismic risk assessment of bridges using UAV aerial photogrammetry
|
Wang, Xuguang |
|
|
279 |
C |
p. |
artikel |
67 |
Reversible energy absorbing behaviors of shape-memory thin-walled structures
|
Wang, Kui |
|
|
279 |
C |
p. |
artikel |
68 |
Seismic behavior of an innovative bolted connection with dual-slot hole for modular steel buildings
|
Zhai, Si-Yuan |
|
|
279 |
C |
p. |
artikel |
69 |
Seismic behavior of recycled concrete columns reinforced with ultra-high-strength steel bars
|
Cai, Ruxing |
|
|
279 |
C |
p. |
artikel |
70 |
Seismic design and performance evaluation of novel dual-pinned self-centering coupled CLT shear walls
|
Lepine-Lacroix, S. |
|
|
279 |
C |
p. |
artikel |
71 |
Seismic response prediction of structures based on Runge-Kutta recurrent neural network with prior knowledge
|
Wang, Tianyu |
|
|
279 |
C |
p. |
artikel |
72 |
Selection of best models for load-carrying capacity of square column foundations
|
Giuseppe, Campione |
|
|
279 |
C |
p. |
artikel |
73 |
Simplified nonlinear modeling for estimating the seismic response of buildings
|
Lin, Jui-Liang |
|
|
279 |
C |
p. |
artikel |
74 |
Stress-based form-finding of gridshells for Wire-and-Arc Additive Manufacturing considering overhang constraints
|
Bruggi, Matteo |
|
|
279 |
C |
p. |
artikel |
75 |
Stress-strain curves for wire arc additively manufactured steels
|
Huang, Cheng |
|
|
279 |
C |
p. |
artikel |
76 |
Target-free vision-based approach for modal identification of a simply-supported bridge
|
Tan, Dong |
|
|
279 |
C |
p. |
artikel |
77 |
Theoretically thermal-varying models of the neutral axis position for local damage detection of bridge girders
|
Wu, Guang-Ming |
|
|
279 |
C |
p. |
artikel |
78 |
Thermal shock fracture analysis of auxetic honeycomb layer based on non-Fourier heat conduction
|
Hu, J.S. |
|
|
279 |
C |
p. |
artikel |
79 |
Time-dependent non-linear buckling of 3D CFST arch structures with hybrid random interval uncertainties
|
Wu, Binhua |
|
|
279 |
C |
p. |
artikel |
80 |
Variable compression panel thickness for concrete members under bending and torsion: Experimental study
|
Tulonen, Joonas |
|
|
279 |
C |
p. |
artikel |
81 |
Vibration suppression of nonlinear laminated composite plates using internal oscillator-enhanced nonlinear energy sinks
|
Zhang, Wei-Xing |
|
|
279 |
C |
p. |
artikel |
82 |
Yield-line mechanisms and design proposal for endplate connections in rectangular hollow section members in tension
|
Timmers, R. |
|
|
279 |
C |
p. |
artikel |