| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A proposal for energy dissipative braces with U-shaped steel strips
|
Taiyari, Farshad
|
|
2019
|
154 |
C |
p. 110-122
|
artikel
|
| 2 |
Behaviour and design of spiral-welded stainless steel tubes subjected to axial compression
|
Li, Dongxu
|
|
2019
|
154 |
C |
p. 67-83
|
artikel
|
| 3 |
Buckling behaviour of high strength concrete encased steel composite columns
|
Lai, Binglin
|
|
2019
|
154 |
C |
p. 27-42
|
artikel
|
| 4 |
DDBD assessment of steel CBFs using full scale shake table tests with realistic connections
|
Salawdeh, S.
|
|
2019
|
154 |
C |
p. 14-26
|
artikel
|
| 5 |
Design of steel-concrete composite walls subjected to low-velocity impact
|
Guo, Quanquan
|
|
2019
|
154 |
C |
p. 190-196
|
artikel
|
| 6 |
Editorial Board
|
|
|
2019
|
154 |
C |
p. ii
|
artikel
|
| 7 |
Experimental and numerical evaluation of piston metallic damper (PMD)
|
Jarrah, Majid
|
|
2019
|
154 |
C |
p. 99-109
|
artikel
|
| 8 |
Experimental and numerical studies of austenitic stainless steel CHS stub columns after exposed to elevated temperatures
|
He, An
|
|
2019
|
154 |
C |
p. 293-305
|
artikel
|
| 9 |
Experimental study of beams with stiffened large web openings
|
Al-Dafafea, T.
|
|
2019
|
154 |
C |
p. 149-160
|
artikel
|
| 10 |
Experimental study of steel moment resisting frames with shear link
|
Mahmoudi, Farid
|
|
2019
|
154 |
C |
p. 197-208
|
artikel
|
| 11 |
Experiment-based reliability analysis of structural joints in a steel lattice tower
|
Szafran, Jacek
|
|
2019
|
154 |
C |
p. 278-292
|
artikel
|
| 12 |
Flexural-torsional buckling behaviour of fixed-ended hot-rolled austenitic stainless steel equal-leg angle section columns
|
Liang, Yating
|
|
2019
|
154 |
C |
p. 43-54
|
artikel
|
| 13 |
Innovative steel 3D trusses for preservating archaeological sites: Design and preliminary results
|
Di Lorenzo, Gianmaria
|
|
2019
|
154 |
C |
p. 250-262
|
artikel
|
| 14 |
Local and post-local buckling of fabricated high-strength steel and composite columns
|
Huang, Zhichao
|
|
2019
|
154 |
C |
p. 235-249
|
artikel
|
| 15 |
Local buckling behavior of welded π-shaped compression stub columns
|
Chen, Yao
|
|
2019
|
154 |
C |
p. 224-234
|
artikel
|
| 16 |
Model selection for super-long span mega-latticed structures
|
Zhang, Qingwen
|
|
2019
|
154 |
C |
p. 1-13
|
artikel
|
| 17 |
Partial shear connection in light steel composite beams
|
Lawson, R. Mark
|
|
2019
|
154 |
C |
p. 55-66
|
artikel
|
| 18 |
Proper configuration of metallic energy dissipation system in shear-type building structures subject to seismic excitation
|
Li, Zongjing
|
|
2019
|
154 |
C |
p. 177-189
|
artikel
|
| 19 |
Seismic design and performance evaluation of steel frames with knee-element connections
|
Asghari, Abazar
|
|
2019
|
154 |
C |
p. 161-176
|
artikel
|
| 20 |
Seismic performance evaluation and improvement of ultra-high voltage wall bushing-valve hall system
|
He, Chang
|
|
2019
|
154 |
C |
p. 123-133
|
artikel
|
| 21 |
Seismic performance of concrete-filled double-skin steel tubes after exposure to fire: Experiments
|
Li, Wei
|
|
2019
|
154 |
C |
p. 209-223
|
artikel
|
| 22 |
Seismic performance of the concrete-encased CFST column to RC beam joint: Experiment
|
Ma, Dan-Yang
|
|
2019
|
154 |
C |
p. 134-148
|
artikel
|
| 23 |
Seismic response of MRF-CBF dual systems equipped with low damage friction connections
|
Piluso, Vincenzo
|
|
2019
|
154 |
C |
p. 263-277
|
artikel
|
| 24 |
Study on vertical vibration control of long-span steel footbridge with tuned mass dampers under pedestrian excitation
|
Wang, Dayang
|
|
2019
|
154 |
C |
p. 84-98
|
artikel
|
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