| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A full-scale experiment of a lattice telecommunication tower under breaking load
|
Szafran, Jacek
|
|
2016
|
120 |
C |
p. 160-175
16 p.
|
artikel
|
| 2 |
Analytical behavior of concrete-encased CFST columns under cyclic lateral loading
|
Qian, Wei-Wu
|
|
2016
|
120 |
C |
p. 206-220
15 p.
|
artikel
|
| 3 |
Bond behavior in concrete-filled steel tubes
|
Tao, Zhong
|
|
2016
|
120 |
C |
p. 81-93
13 p.
|
artikel
|
| 4 |
CFDST stub columns having outer circular and inner square sections under compression
|
Uenaka, Kojiro
|
|
2016
|
120 |
C |
p. 1-7
7 p.
|
artikel
|
| 5 |
Cyclic behaviour of Y-shaped eccentrically braced frames fabricated with high-strength steel composite
|
Wang, Feng
|
|
2016
|
120 |
C |
p. 176-187
12 p.
|
artikel
|
| 6 |
Definition of BS7608 fatigue classes for structural steels with thermally cut edges
|
Cicero, S.
|
|
2016
|
120 |
C |
p. 221-231
11 p.
|
artikel
|
| 7 |
Design and seismic response of modified suspended zipper braced frames
|
Yu, Haifeng
|
|
2016
|
120 |
C |
p. 8-24
17 p.
|
artikel
|
| 8 |
Editorial Board
|
|
|
2016
|
120 |
C |
p. IFC-
1 p.
|
artikel
|
| 9 |
Effects of structural uncertainties on seismic performance of steel moment resisting frames
|
Asgarian, Behrouz
|
|
2016
|
120 |
C |
p. 132-142
11 p.
|
artikel
|
| 10 |
Experimental and analytical investigations on the flexural behavior of CFRP-strengthened composite girders
|
Afefy, Hamdy M.
|
|
2016
|
120 |
C |
p. 94-105
12 p.
|
artikel
|
| 11 |
Experimental behavior of innovative T-shaped composite shear walls under in-plane cyclic loading
|
Zhang, Xiaomeng
|
|
2016
|
120 |
C |
p. 143-159
17 p.
|
artikel
|
| 12 |
Experimental study on shear performance of steel–concrete–steel sandwich beams
|
Leng, Yu-Bing
|
|
2016
|
120 |
C |
p. 52-61
10 p.
|
artikel
|
| 13 |
Finite element analysis of circular concrete filled tube connections
|
Ramadan, Hazem M.
|
|
2016
|
120 |
C |
p. 33-44
12 p.
|
artikel
|
| 14 |
Flexure–shear interaction influence on curved, plate girder web longitudinal stiffener placement
|
Issa-El-Khoury, Gaby
|
|
2016
|
120 |
C |
p. 25-32
8 p.
|
artikel
|
| 15 |
Fundamental period of irregular eccentrically braced tall steel frame structures
|
Young, Kelly
|
|
2016
|
120 |
C |
p. 199-205
7 p.
|
artikel
|
| 16 |
Local stress variation in welded joints by ICR treatment
|
YuanZhou, Zhiyuan
|
|
2016
|
120 |
C |
p. 45-51
7 p.
|
artikel
|
| 17 |
Parametric study and formulae of SCFs for positive large eccentricity CHS N-joints
|
Chen, Yu
|
|
2016
|
120 |
C |
p. 117-131
15 p.
|
artikel
|
| 18 |
Resistance of cold-formed high strength steel circular and polygonal sections — Part 1: Experimental investigations
|
Tran, Anh Tuan
|
|
2016
|
120 |
C |
p. 245-257
13 p.
|
artikel
|
| 19 |
Seismic retrofit of asymmetric structures using steel plate slit dampers
|
Kim, Jinkoo
|
|
2016
|
120 |
C |
p. 232-244
13 p.
|
artikel
|
| 20 |
Simple vs. sophisticated fire models to predict performance of SHS column in localized fire
|
Zhang, Chao
|
|
2016
|
120 |
C |
p. 62-69
8 p.
|
artikel
|
| 21 |
Steel sustainability assessment — Do BSA tools really assess steel properties?
|
B. Andrade, Joana
|
|
2016
|
120 |
C |
p. 106-116
11 p.
|
artikel
|
| 22 |
Theoretical study on local buckling of rectangular CFT columns under eccentric compression
|
Long, Yue-Ling
|
|
2016
|
120 |
C |
p. 70-80
11 p.
|
artikel
|
| 23 |
The remaining load-bearing capacity of corroded steel angle compression members
|
Oszvald, Katalin
|
|
2016
|
120 |
C |
p. 188-198
11 p.
|
artikel
|
Tijdschrift beschrijving