| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An energy flow approach for progressive collapse assessment
|
Wilkes, J.
|
|
2019
|
190 |
C |
p. 333-344
|
artikel
|
| 2 |
A new method for joining bamboo culms
|
Lefevre, Benoit
|
|
2019
|
190 |
C |
p. 1-8
|
artikel
|
| 3 |
An experimental investigation of the effects of out-of-plane loading on the in-plane seismic response of SC wall piers
|
Terranova, Brian
|
|
2019
|
190 |
C |
p. 380-388
|
artikel
|
| 4 |
Application of regression models for the estimation of the flexible-base period of pile-supported structures in continuously inhomogeneous soils
|
Medina, C.
|
|
2019
|
190 |
C |
p. 76-89
|
artikel
|
| 5 |
A reliability model for the rapid optimization of large-scale and uncertain wind excited structures
|
Suksuwan, Arthriya
|
|
2019
|
190 |
C |
p. 493-505
|
artikel
|
| 6 |
A temperature-driven MPCA method for structural anomaly detection
|
Zhu, Yanjie
|
|
2019
|
190 |
C |
p. 447-458
|
artikel
|
| 7 |
Behavior of extended end-plate bolted connections subjected to monotonic and cyclic loads
|
ElSabbagh, Ashraf
|
|
2019
|
190 |
C |
p. 142-159
|
artikel
|
| 8 |
Bending behavior of cement-based multi-layered roof elements
|
Zani, Giulio
|
|
2019
|
190 |
C |
p. 101-115
|
artikel
|
| 9 |
Best shear deformation theories based on polynomial expansions for sandwich beams
|
Castañeda, W.M.
|
|
2019
|
190 |
C |
p. 422-434
|
artikel
|
| 10 |
Cyclic loading tests of interior beam–column connections for concrete-filled thin-walled tube columns
|
Lim, Jong-Jin
|
|
2019
|
190 |
C |
p. 20-30
|
artikel
|
| 11 |
Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
|
Kucukler, Merih
|
|
2019
|
190 |
C |
p. 246-261
|
artikel
|
| 12 |
Development of displacement profiles for direct displacement based seismic design of regular reinforced concrete frame structures
|
Yan, Lulu
|
|
2019
|
190 |
C |
p. 223-237
|
artikel
|
| 13 |
3D finite element model for hybrid FRP-confined concrete in compression using modified CDPM
|
Ribeiro, Filipe
|
|
2019
|
190 |
C |
p. 459-479
|
artikel
|
| 14 |
Distribution of shear force: A multi-level assessment of a cantilever RC slab
|
Shu, Jiangpeng
|
|
2019
|
190 |
C |
p. 345-359
|
artikel
|
| 15 |
Editorial Board
|
|
|
2019
|
190 |
C |
p. ii
|
artikel
|
| 16 |
Experimental and numerical study on CFRP-lined prestressed concrete cylinder pipe under internal pressure
|
Hu, He
|
|
2019
|
190 |
C |
p. 480-492
|
artikel
|
| 17 |
Experimental and numerical study on seismic performance of deficient interior RC joints retrofitted with prestressed high-strength steel strips
|
Yang, Yong
|
|
2019
|
190 |
C |
p. 306-318
|
artikel
|
| 18 |
Experimental investigation of bolted end-plate angle splice in encased composite columns
|
Eom, Tae-Sung
|
|
2019
|
190 |
C |
p. 31-40
|
artikel
|
| 19 |
Experimental investigation of design and retrofit methods for blast load mitigation – A state-of-the-art review
|
Draganić, Hrvoje
|
|
2019
|
190 |
C |
p. 189-209
|
artikel
|
| 20 |
Experiments on hybrid tubular K-joints with circular braces and square chord in stainless steel
|
Feng, Ran
|
|
2019
|
190 |
C |
p. 52-65
|
artikel
|
| 21 |
Formulation of stress concentration factors for concrete-filled steel tubular (CFST) K-joints under three loading conditions without shear forces
|
Zheng, Jian
|
|
2019
|
190 |
C |
p. 90-100
|
artikel
|
| 22 |
Historical masonry building aggregates: advanced numerical insight for an effective seismic assessment on two row housing compounds
|
Valente, Marco
|
|
2019
|
190 |
C |
p. 360-379
|
artikel
|
| 23 |
Inelastic lateral buckling of continuous steel beams
|
Trahair, N.S.
|
|
2019
|
190 |
C |
p. 238-245
|
artikel
|
| 24 |
In-plane nonlinear elastic stability of pin-ended parabolic multi-span continuous arches
|
Hu, Chang-Fu
|
|
2019
|
190 |
C |
p. 435-446
|
artikel
|
| 25 |
In-plane shear strength equation for fully grouted reinforced masonry shear walls
|
Seif ElDin, Hany M.
|
|
2019
|
190 |
C |
p. 319-332
|
artikel
|
| 26 |
Modelling of mechano-electrochemical interaction of multiple longitudinally aligned corrosion defects on oil/gas pipelines
|
Sun, Jialin
|
|
2019
|
190 |
C |
p. 9-19
|
artikel
|
| 27 |
Numerical assessment of the nonlinear behavior of continuous prestressed steel-concrete composite beams
|
Lou, Tiejiong
|
|
2019
|
190 |
C |
p. 116-127
|
artikel
|
| 28 |
Numerical investigation of slender reinforced concrete and steel-concrete composite columns at normal and high temperatures using sectional analysis and moment-curvature approach
|
Štefan, Radek
|
|
2019
|
190 |
C |
p. 285-305
|
artikel
|
| 29 |
On the early-age bond-slip behavior of an eccentric bar embedded in a grouted sleeve
|
Xu, Tengfei
|
|
2019
|
190 |
C |
p. 160-170
|
artikel
|
| 30 |
Predictive equations for drift ratio and damage assessment of RC shear walls using surface crack patterns
|
Momeni, Hamed
|
|
2019
|
190 |
C |
p. 410-421
|
artikel
|
| 31 |
Reliability-based optimum design of passive friction dampers in buildings in seismic regions
|
Ontiveros-Pérez, Sergio Pastor
|
|
2019
|
190 |
C |
p. 276-284
|
artikel
|
| 32 |
Response of slender reinforced masonry shear walls with flanged boundary elements under in-plane lateral loading: An experimental study
|
Robazza, B.R.
|
|
2019
|
190 |
C |
p. 389-409
|
artikel
|
| 33 |
SA-based concrete seismic stress monitoring: The influence of non-uniform stress fields
|
Zhang, Haibin
|
|
2019
|
190 |
C |
p. 66-75
|
artikel
|
| 34 |
Seismic performance and height limits of ductile reinforced masonry shear wall buildings with boundary elements
|
Aly, Nader
|
|
2019
|
190 |
C |
p. 171-188
|
artikel
|
| 35 |
Seismic protection of SDOF systems with a negative stiffness amplifying damper
|
Wang, Meng
|
|
2019
|
190 |
C |
p. 128-141
|
artikel
|
| 36 |
Target-free vision-based technique for vibration measurements of structures subjected to out-of-plane movements
|
Kuddus, Mir Abdul
|
|
2019
|
190 |
C |
p. 210-222
|
artikel
|
| 37 |
Updating probabilities of bridge reinforcement corrosion using health monitoring data
|
Heitner, Barbara
|
|
2019
|
190 |
C |
p. 41-51
|
artikel
|
| 38 |
Wind-induced response of light and slender arched structures in twin arrangement: Wind tunnel tests and full-scale monitoring
|
Muggiasca, Sara
|
|
2019
|
190 |
C |
p. 262-275
|
artikel
|
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