nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A comparative study of self-centering precast concrete walls with replaceable buckling-restrained yielding plates or friction dissipation components
|
Li, Xinghua |
|
|
280 |
C |
p. |
artikel |
2 |
A comparative study on the transient wind-induced response of long-span bridges subject to downbursts and typhoons
|
Feng, Yu |
|
|
280 |
C |
p. |
artikel |
3 |
A data-driven physics-informed stochastic framework for hurricane-induced risk estimation of transmission tower-line systems under a changing climate
|
Snaiki, Reda |
|
|
280 |
C |
p. |
artikel |
4 |
A lateral–torsional buckling demonstration model using 3D printing
|
Virgin, L.N. |
|
|
280 |
C |
p. |
artikel |
5 |
A multiple back propagation neural network fusion algorithm for ceiling temperature prediction in tunnel fires
|
Sun, Bin |
|
|
280 |
C |
p. |
artikel |
6 |
Analysis and design of mechanically spliced precast bridge columns
|
Tazarv, Mostafa |
|
|
280 |
C |
p. |
artikel |
7 |
Analysis of eccentrically loaded FRP partially wrapped reinforced concrete columns subjected to combined environmental erosion
|
Gu, Zhiqiang |
|
|
280 |
C |
p. |
artikel |
8 |
Analytical approach and design method for evaluation of compressive arch action of precast concrete beams
|
Bao, Yintong |
|
|
280 |
C |
p. |
artikel |
9 |
Analytical bond strength of deformed bars in concrete confined with transverse reinforcement and FRP
|
Xu, Zhenwen |
|
|
280 |
C |
p. |
artikel |
10 |
An elastic-plastic kinking layer model for parallel-to-grain wood embedment behavior considering wood drilling damage
|
Tang, Jian-yang |
|
|
280 |
C |
p. |
artikel |
11 |
A novel dynamic constitutive model for UHPC under projectile impact
|
Zhou, Fei |
|
|
280 |
C |
p. |
artikel |
12 |
A quasi-zero-stiffness elastic metamaterial for energy absorption and shock attenuation
|
Guo, Shuai |
|
|
280 |
C |
p. |
artikel |
13 |
A rapid evaluation method based on natural frequency for post-earthquake traffic capacity of small and medium span bridges
|
Tan, Guojin |
|
|
280 |
C |
p. |
artikel |
14 |
Assessment of approaching wind field for high-rise buildings based on wind pressure records via machine learning techniques
|
Liu, Y.J. |
|
|
280 |
C |
p. |
artikel |
15 |
A steel bracing system dissipating energy through moment-rotation hysteresis loops
|
Mei, Alessandro |
|
|
280 |
C |
p. |
artikel |
16 |
Automatic modal identification of bridges based on free vibration response and variational mode decomposition technique
|
Mazzeo, Matteo |
|
|
280 |
C |
p. |
artikel |
17 |
Bayesian optimization and channel-fusion-based convolutional autoencoder network for fault diagnosis of rotating machinery
|
Zou, L. |
|
|
280 |
C |
p. |
artikel |
18 |
Behaviour of structural engineered cementitious composites under dynamic tensile loading and elevated temperatures
|
Chen, Meng |
|
|
280 |
C |
p. |
artikel |
19 |
Circular concrete columns confined with GFRP tubes under repeated and sequential impact loads
|
Abdallah, Maha |
|
|
280 |
C |
p. |
artikel |
20 |
Compressive behavior of the steel–concrete composite adapter for wind turbine hybrid towers
|
Ren, Wei |
|
|
280 |
C |
p. |
artikel |
21 |
Compressive performance of welded hollow spherical joints with external triangular ribs
|
Shu, Tingting |
|
|
280 |
C |
p. |
artikel |
22 |
Corrigendum to “Fire resistance of post-earthquake steel beams insulated with a novel fire-resistive coating- FR-ECC” [Eng. Struct. 246 (2021) 112887]
|
Cai, Zi-wei |
|
|
280 |
C |
p. |
artikel |
23 |
Coupling effect of freeze–thaw cycles and multiaxial compression on concrete-filled steel tube (CFST): Insights from simplified meso-scale axisymmetric finite element model
|
Wang, Facheng |
|
|
280 |
C |
p. |
artikel |
24 |
Cracking and yield behavior of reinforced UHPC beams containing steel slag under flexural test
|
Sun, Guorui |
|
|
280 |
C |
p. |
artikel |
25 |
Cyclic performance of severely earthquake-damaged RC bridge columns repaired using grouted UHPC jacket
|
Zhou, Mi |
|
|
280 |
C |
p. |
artikel |
26 |
Development and application of a deformation-amplified self-centering energy dissipation device
|
Jiang, Hui |
|
|
280 |
C |
p. |
artikel |
27 |
Development of hysteretic model for LEM-filled CFS shear walls under cyclic loading
|
Wang, Wanqian |
|
|
280 |
C |
p. |
artikel |
28 |
Displacement prediction model for high arch dams using long short-term memory based encoder-decoder with dual-stage attention considering measured dam temperature
|
Huang, Ben |
|
|
280 |
C |
p. |
artikel |
29 |
Editorial Board
|
|
|
|
280 |
C |
p. |
artikel |
30 |
Effect of the strengthening patterns on the flexural performance of RC continuous beams using FRP reinforcements
|
Abdallah, Mohammad |
|
|
280 |
C |
p. |
artikel |
31 |
Experimental and numerical assessments of new concrete dry connections concerning potentials of robotic CNC manufacturing technique
|
Baghdadi, Abtin |
|
|
280 |
C |
p. |
artikel |
32 |
Experimental and numerical study of undersized shear panel dampers with bolted connections
|
Zhao, Huatian |
|
|
280 |
C |
p. |
artikel |
33 |
Experimental and numerical study on overall buckling behavior of Q460 high-strength steel continuous beams with welded singly symmetric I-section
|
Zhao, Jinyou |
|
|
280 |
C |
p. |
artikel |
34 |
Experimental investigation of FRP-confined HSC-filled steel tube stub columns under axial compression
|
Ma, Yudong |
|
|
280 |
C |
p. |
artikel |
35 |
Experimental study and analysis-oriented model of PET FRP confined ECC cylinders under monotonic axial compression
|
Jiang, Jiafei |
|
|
280 |
C |
p. |
artikel |
36 |
Experimental study and proposal of a design model of ultra-high performance concrete filled steel tube columns subjected to fire
|
Wang, Tan |
|
|
280 |
C |
p. |
artikel |
37 |
Experimental study of bamboo scrimber-filled steel tube columns under axial compression
|
Wu, Fengyi |
|
|
280 |
C |
p. |
artikel |
38 |
Experimental study of local – Distortional interaction of press-braked stainless steel lipped channel beams
|
Wu, Yiwen |
|
|
280 |
C |
p. |
artikel |
39 |
Experimental study on adaptive-passive tuned mass damper with variable stiffness for vertical human-induced vibration control
|
Wang, Liangkun |
|
|
280 |
C |
p. |
artikel |
40 |
Experimental study on in-plane behavior of composite frame slabs and the influence of out-of-plane effect
|
Pan, Wen-Hao |
|
|
280 |
C |
p. |
artikel |
41 |
Experimental study on the fire performance of prestressed steel parallel wire strands
|
Selamet, Serdar |
|
|
280 |
C |
p. |
artikel |
42 |
Experiment study on seismic behavior of squat UHPC shear walls subjected to tension-shear combined cyclic load
|
Li, Yue-Yi |
|
|
280 |
C |
p. |
artikel |
43 |
Ferrocement composite columns incorporating hollow core filled with lightweight concrete
|
Eltaly, Boshra A. |
|
|
280 |
C |
p. |
artikel |
44 |
Fragility analysis of nuclear power plant structure under real and spectrum-compatible seismic waves considering soil-structure interaction effect
|
Cheng, Feng |
|
|
280 |
C |
p. |
artikel |
45 |
Global/local buckling analysis of thin-walled I-section beams via hierarchical one-dimensional finite elements
|
Yang, Yichen |
|
|
280 |
C |
p. |
artikel |
46 |
Hysteretic performance of self-centering buckling-restrained braces with embedded friction spring
|
Chen, Lei |
|
|
280 |
C |
p. |
artikel |
47 |
Influence of adjacent segments on the torsional load-bearing behaviour of assembled half-shell towers
|
Klein, Fabian |
|
|
280 |
C |
p. |
artikel |
48 |
Investigating the prying force magnitude and location in the T-stub connection based on the energy method
|
Khani, Reza |
|
|
280 |
C |
p. |
artikel |
49 |
Investigation of dynamic behavior of prestressed FRP plate intended for strengthening prestressed RC beam
|
Benali, Khaled |
|
|
280 |
C |
p. |
artikel |
50 |
Investigation on fire resistance of steel-reinforced concrete-filled steel tubular columns subjected to non-uniform fire
|
Mao, Wen-Jing |
|
|
280 |
C |
p. |
artikel |
51 |
Light timber framed wall under fire: Effect of the load and cladding
|
Piloto, Paulo A.G. |
|
|
280 |
C |
p. |
artikel |
52 |
Mechanistic understanding of precast UHPC segmental beams with external tendons and epoxy joints subject to combined bending and shear
|
Ye, Meng |
|
|
280 |
C |
p. |
artikel |
53 |
Metamaterial beams with negative stiffness absorbers and rotation: band-gap behavior and band-gap merging
|
Xiao, Lei |
|
|
280 |
C |
p. |
artikel |
54 |
Mitigation of the blast load on RC column by hanging granite slabs
|
Shi, Yanchao |
|
|
280 |
C |
p. |
artikel |
55 |
Modeling and model updating of a full-scale experimental base-isolated building
|
Yu, Tianhao |
|
|
280 |
C |
p. |
artikel |
56 |
Multi-objective bulk scale optimisation of an auxetic structure to enhance protection performance
|
Bohara, Rajendra Prasad |
|
|
280 |
C |
p. |
artikel |
57 |
New cross-sectional slenderness limits for stiffened rectangular concrete-filled steel tubes
|
Zhou, Zheng |
|
|
280 |
C |
p. |
artikel |
58 |
Numerical methodology on prestressed reinforced concrete containment building: Creep, aging and leakage. Application to VERCORS mock-up
|
Meng, Try |
|
|
280 |
C |
p. |
artikel |
59 |
Performance of square concrete-filled steel tubular columns under repeated lateral impact
|
Gao, Shan |
|
|
280 |
C |
p. |
artikel |
60 |
Pseudo-static tests of reinforced concrete pier columns confined with pre-tensioned superelastic shape memory alloy wires
|
Qian, Hui |
|
|
280 |
C |
p. |
artikel |
61 |
Punching shear capacity of nonprestressed UHPFRC flat Plates: Evaluation of existing methods
|
Cakmak, Furkan |
|
|
280 |
C |
p. |
artikel |
62 |
Running safety of high-speed railway vehicles on the elastoplastic track-subgrade-bridge system under near-fault pulse-type earthquakes
|
Zhou, Tuo |
|
|
280 |
C |
p. |
artikel |
63 |
Seismic behavior of a precast RC frame–shear wall structure using full/half grout sleeve connections
|
Wei, Wang |
|
|
280 |
C |
p. |
artikel |
64 |
Seismic behaviour of shear critical square RC columns strengthened by large rupture strain FRP
|
Mei, Shi-Jie |
|
|
280 |
C |
p. |
artikel |
65 |
Seismic damage model for gypsum board-to-CFS stud screw connections considering ground motion duration
|
Xingxing, Wang |
|
|
280 |
C |
p. |
artikel |
66 |
Seismic design of hybrid braced frames with self-centering braces and fluid viscous damping braces
|
Qiu, Canxing |
|
|
280 |
C |
p. |
artikel |
67 |
Seismic fragility analysis of free-spanning submarine pipelines incorporating soil spatial variability in soil-pipe interaction and offshore motion propagation
|
Pan, Haiyang |
|
|
280 |
C |
p. |
artikel |
68 |
Shear capacity prediction for reinforced concrete deep beams with web openings using artificial intelligence methods
|
Saleh, Mona |
|
|
280 |
C |
p. |
artikel |
69 |
Shear performance of reinforced concrete beams containing stirrups with lower bend defects
|
Xue, Xin |
|
|
280 |
C |
p. |
artikel |
70 |
Strengthening RC eccentrically loaded columns by CFRP at different levels of initial load
|
Blikharskyy, Yaroslav |
|
|
280 |
C |
p. |
artikel |
71 |
Strengthening RC square columns with UHP-ECC section curvilinearization and FRP confinement: Concept and axial compression tests
|
Zeng, Jun-Jie |
|
|
280 |
C |
p. |
artikel |
72 |
SVD enabled data augmentation for machine learning based surrogate modeling of non-linear structures
|
Parida, Siddharth S. |
|
|
280 |
C |
p. |
artikel |
73 |
Theoretical model of shear capacity of steel fiber reinforced concrete beams
|
Lantsoght, Eva O.L. |
|
|
280 |
C |
p. |
artikel |
74 |
TOPSIS based multi-fidelity Co-Kriging for multiple response prediction of structures with uncertainties through real-time hybrid simulation
|
Chen, Cheng |
|
|
280 |
C |
p. |
artikel |
75 |
Towards seismic performance quantification of viscous damped steel structure: Site-specific hazard analysis and response prediction
|
Dong, Baiping |
|
|
280 |
C |
p. |
artikel |
76 |
Upgrading framed structure seismic performance using steel Lever-Armed dampers in the Braces
|
Ellsa Sarassantika, I.P. |
|
|
280 |
C |
p. |
artikel |
77 |
Vision-based model updating and evaluation of miter gates on inland waterways
|
Wang, Shuo |
|
|
280 |
C |
p. |
artikel |
78 |
Wave characteristics of reconfigurable elastic metamaterials based on a multi-stable structure
|
Chen, Meng |
|
|
280 |
C |
p. |
artikel |