nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A new model for beam rigid connection to double I-shaped column's web
|
Haji Rajabi, Mohammad Javad |
|
2016 |
127 |
C |
p. 204-220 17 p. |
artikel |
2 |
An experimental study into the capacity of cold-formed steel truss connections
|
Zeynalian, Mehran |
|
2016 |
127 |
C |
p. 176-186 11 p. |
artikel |
3 |
A unified rheological model for modelling steel behaviour in fire conditions
|
Torić, Neno |
|
2016 |
127 |
C |
p. 221-230 10 p. |
artikel |
4 |
Blind-bolted shear connections for axially compressed RHS columns strengthened with open sections
|
Słowiński, K. |
|
2016 |
127 |
C |
p. 15-27 13 p. |
artikel |
5 |
Comparison of seismic design for steel moment frames in Europe, the United States, Japan and China
|
Shi, Gang |
|
2016 |
127 |
C |
p. 41-53 13 p. |
artikel |
6 |
Connection of I-beam to box-column by a short stub beam
|
Erfani, Saeed |
|
2016 |
127 |
C |
p. 136-150 15 p. |
artikel |
7 |
Development of welded overlap core steel encased buckling-restrained braces
|
Bozkurt, Mehmet Bakır |
|
2016 |
127 |
C |
p. 151-164 14 p. |
artikel |
8 |
Editorial Board
|
|
|
2016 |
127 |
C |
p. IFC- 1 p. |
artikel |
9 |
Energy-based analytical model to predict the elastic critical behaviour of curved panels
|
Martins, J.P. |
|
2016 |
127 |
C |
p. 165-175 11 p. |
artikel |
10 |
Experimental and analytical research on the hysteretic behavior of steel plate deep beams infill steel frame
|
Xu, Yinglu |
|
2016 |
127 |
C |
p. 66-76 11 p. |
artikel |
11 |
Experimental investigation of miniature buckling restrained braces for use as structural fuses
|
Maurya, Abhilasha |
|
2016 |
127 |
C |
p. 54-65 12 p. |
artikel |
12 |
Experimental investigation of seismic behaviour of low dissipative CFS strap-braced stud walls
|
Fiorino, Luigi |
|
2016 |
127 |
C |
p. 92-107 16 p. |
artikel |
13 |
Experimental study of slender LCFST columns connected by steel linking plates
|
Xu, Minyang |
|
2016 |
127 |
C |
p. 231-241 11 p. |
artikel |
14 |
Full-field measurement of residual strains in cold bent steel plates
|
Gerbo, E.J. |
|
2016 |
127 |
C |
p. 187-203 17 p. |
artikel |
15 |
Innovative multi-level control with concentric pipes along brace to reduce seismic response of steel frames
|
Cheraghi, Abdullah |
|
2016 |
127 |
C |
p. 120-135 16 p. |
artikel |
16 |
Load-bearing capacity of occlusive high-strength bolt connections
|
Guo, Xiaonong |
|
2016 |
127 |
C |
p. 1-14 14 p. |
artikel |
17 |
Modified procedure for buckling of steel columns at elevated temperatures
|
Kervalishvili, Andrei |
|
2016 |
127 |
C |
p. 108-119 12 p. |
artikel |
18 |
Resilient welded steel moment connections by enhanced beam buckling resistance
|
Morrison, Machel L. |
|
2016 |
127 |
C |
p. 77-91 15 p. |
artikel |
19 |
Resistance to moment-normal force interaction of I-shaped steel sections
|
Rombouts, I.M.J. |
|
2016 |
127 |
C |
p. 28-40 13 p. |
artikel |