nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Asymmetrical friction connections post-heating behaviour
|
Chanchi Golondrino, Jose Christian |
|
2018 |
149 |
C |
p. 119-129 |
artikel |
2 |
Buckling resistance of non-uniform steel members based on stress utilization: General formulation
|
Tankova, Trayana |
|
2018 |
149 |
C |
p. 239-256 |
artikel |
3 |
Component-based model of fin plate connections exposed to fire-part I: Plate in bearing component
|
Xie, Baochao |
|
2018 |
149 |
C |
p. 1-13 |
artikel |
4 |
Compressive strength evaluation of circular tubular short columns with locally corroded ends
|
Kim, Hyoung-Seok |
|
2018 |
149 |
C |
p. 31-40 |
artikel |
5 |
Corrigendum to “Performance–based fire modelling of intumescent painted steel structures and comparison to EC3” [J. Constr. Steel Res. 104 (2015) 91–103]
|
Kolšek, J. |
|
2018 |
149 |
C |
p. 282 |
artikel |
6 |
Design considerations for headed shear studs embedded in ultra-high performance concrete as part of a novel bridge repair method
|
Kruszewski, Dominic |
|
2018 |
149 |
C |
p. 180-194 |
artikel |
7 |
Ductility and energy dissipation behavior of G20Mn5QT cast steel shear link beams under cyclic loading
|
Tong, Lewei |
|
2018 |
149 |
C |
p. 64-77 |
artikel |
8 |
Editorial Board
|
|
|
2018 |
149 |
C |
p. ii |
artikel |
9 |
Effect of sequence and stiffener shape on welding distortion of stiffened panel
|
Shadkam, Saeed |
|
2018 |
149 |
C |
p. 41-52 |
artikel |
10 |
Evaluation of rack connection mechanical properties by means of the Component Method
|
Gusella, Federico |
|
2018 |
149 |
C |
p. 207-224 |
artikel |
11 |
Experimental and numerical study on the cyclic performance of the gear-bolt semi-rigid joint under uniaxial bending for free-form lattice shells
|
Ma, Yueyang |
|
2018 |
149 |
C |
p. 257-268 |
artikel |
12 |
Experimental study of shear strength of cold-formed channels with an aspect ratio of 2.0
|
Pham, Song Hong |
|
2018 |
149 |
C |
p. 141-152 |
artikel |
13 |
Experiment and design investigation of a multi-planar joint in a transmission tower
|
Li, Fang |
|
2018 |
149 |
C |
p. 78-94 |
artikel |
14 |
Fire behavior of steel and partially encased composite columns embedded on walls
|
Rocha, Fabio M. |
|
2018 |
149 |
C |
p. 105-118 |
artikel |
15 |
Flexural behavior of high-strength steel hybrid composite beams
|
Jun, Su-Chan |
|
2018 |
149 |
C |
p. 269-281 |
artikel |
16 |
Flexural behavior of lightweight concrete and self-compacting concrete-filled steel tube beams
|
Al-Shaar, Ahmed A.M. |
|
2018 |
149 |
C |
p. 153-164 |
artikel |
17 |
Flexural response of concrete-filled seamless steel tubes
|
Abed, Farid H. |
|
2018 |
149 |
C |
p. 53-63 |
artikel |
18 |
Mechanical properties of headed studs at low temperatures in Arctic infrastructure
|
Xie, Jian |
|
2018 |
149 |
C |
p. 130-140 |
artikel |
19 |
Resilient steel frames installed with self-centering dual-steel buckling-restrained brace
|
Jia, Liang-Jiu |
|
2018 |
149 |
C |
p. 95-104 |
artikel |
20 |
Seismic performance of concrete-encased column base for hexagonal concrete-filled steel tube: numerical study
|
Han, Lin-Hai |
|
2018 |
149 |
C |
p. 225-238 |
artikel |
21 |
Self-centering steel column base with metallic energy dissipation devices
|
Kamperidis, Vasileios C. |
|
2018 |
149 |
C |
p. 14-30 |
artikel |
22 |
Thermal behavior of gypsum-sheathed cold-formed steel composite assemblies under fire conditions
|
Chen, Wei |
|
2018 |
149 |
C |
p. 165-179 |
artikel |
23 |
Ultimate strength behaviour of S-UHPC-S and SCS sandwich beams under shear loads
|
Lin, Youzhu |
|
2018 |
149 |
C |
p. 195-206 |
artikel |