nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A beam-to-column connection with visco-elastic and hysteretic dampers for seismic damage control
|
Banisheikholeslami, A. |
|
2016 |
117 |
C |
p. 185-195 11 p. |
artikel |
2 |
A buckling model for the stability design of steel columns with intermediate gravity loads
|
Teh, Lip H. |
|
2016 |
117 |
C |
p. 243-254 12 p. |
artikel |
3 |
Buckling of ferritic stainless steel members under combined axial compression and bending
|
Zhao, Ou |
|
2016 |
117 |
C |
p. 35-48 14 p. |
artikel |
4 |
Cyclic behavior of seesaw energy dissipation system with steel slit dampers
|
Tagawa, Hiroshi |
|
2016 |
117 |
C |
p. 24-34 11 p. |
artikel |
5 |
Cyclic testing of tubular web RBS connections in deep beams
|
Saleh, Aboozar |
|
2016 |
117 |
C |
p. 214-226 13 p. |
artikel |
6 |
DSM for ultimate strength of bolted moment-connections between cold-formed steel channel members
|
Lim, James B.P. |
|
2016 |
117 |
C |
p. 196-203 8 p. |
artikel |
7 |
Ductile design of innovative steel and concrete hybrid coupled walls
|
Zona, Alessandro |
|
2016 |
117 |
C |
p. 204-213 10 p. |
artikel |
8 |
Dynamic analyses of bolted-angle steel joints against progressive collapse based on component-based model
|
Fu, Qiuni |
|
2016 |
117 |
C |
p. 161-174 14 p. |
artikel |
9 |
Editorial Board
|
|
|
2016 |
117 |
C |
p. IFC- 1 p. |
artikel |
10 |
Experimental performance of concrete filled welded steel tube columns
|
Ekmekyapar, Talha |
|
2016 |
117 |
C |
p. 175-184 10 p. |
artikel |
11 |
Experimental study and theoretical analysis of partially encased continuous composite beams
|
Jiang, Yuchen |
|
2016 |
117 |
C |
p. 152-160 9 p. |
artikel |
12 |
Investigation of Composite Slab Effect on Seismic Performance of Steel Moment Connections
|
Lee, Cheol Ho |
|
2016 |
117 |
C |
p. 91-100 10 p. |
artikel |
13 |
Numerical and experimental evaluation of a developed nonlinear curved spring element under compression force
|
Fateh, Amir |
|
2016 |
117 |
C |
p. 115-125 11 p. |
artikel |
14 |
Numerical study of steel plate girders under shear loading at elevated temperatures
|
Reis, André |
|
2016 |
117 |
C |
p. 1-12 12 p. |
artikel |
15 |
On the prediction of low-cycle fatigue in steel welded beam-to-column joints
|
Čermelj, Blaž |
|
2016 |
117 |
C |
p. 49-63 15 p. |
artikel |
16 |
Parametric study on shear capacity of circular-hole and long-hole perfobond shear connector
|
Zheng, Shuangjie |
|
2016 |
117 |
C |
p. 64-80 17 p. |
artikel |
17 |
Shear behaviour of stiffened double rectangular column panels: Characterization and cruciform element
|
Loureiro, Alfonso |
|
2016 |
117 |
C |
p. 126-138 13 p. |
artikel |
18 |
Shear connection modelling for column removal analysis
|
Oosterhof, Steven A. |
|
2016 |
117 |
C |
p. 227-242 16 p. |
artikel |
19 |
Stability of buckling-restrained steel plate shear walls with inclined-slots: Theoretical analysis and design recommendations
|
Jin, Shuangshuang |
|
2016 |
117 |
C |
p. 13-23 11 p. |
artikel |
20 |
Tests and behavior of hot-rolled channel steel sections subjected to web crippling
|
Chen, Yu |
|
2016 |
117 |
C |
p. 101-114 14 p. |
artikel |
21 |
Tests of CHS T-joints with convex chord under axial compression
|
Feng, Ran |
|
2016 |
117 |
C |
p. 139-151 13 p. |
artikel |
22 |
The effect of concrete panel thickness upon composite steel plate shear walls
|
Shafaei, Soheil |
|
2016 |
117 |
C |
p. 81-90 10 p. |
artikel |