nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A modified stress-strain model accounting for the local buckling of thin-walled stub columns under axial compression
|
Thai, Huu-Tai |
|
2015 |
111 |
C |
p. 57-69 13 p. |
artikel |
2 |
Behavior of axially loaded steel short columns subjected to a localized fire
|
Zhang, Chao |
|
2015 |
111 |
C |
p. 103-111 9 p. |
artikel |
3 |
Block shear failure planes of bolted connections — Direct experimental verifications
|
Teh, Lip H. |
|
2015 |
111 |
C |
p. 70-74 5 p. |
artikel |
4 |
Buckling behavior of large-section and 420MPa high-strength angle steel columns
|
Cao, Ke |
|
2015 |
111 |
C |
p. 11-20 10 p. |
artikel |
5 |
Editorial Board
|
|
|
2015 |
111 |
C |
p. IFC- 1 p. |
artikel |
6 |
Effect of local instability on capacity of steel beams exposed to fire
|
Kodur, V.K.R. |
|
2015 |
111 |
C |
p. 31-42 12 p. |
artikel |
7 |
Experimental and numerical study on square RACFST members under lateral impact loading
|
Yang, You-Fu |
|
2015 |
111 |
C |
p. 43-56 14 p. |
artikel |
8 |
Failure modes and buckling coefficient of partially stiffened cold-formed sections in bending
|
Maduliat, S. |
|
2015 |
111 |
C |
p. 21-30 10 p. |
artikel |
9 |
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs)
|
Colajanni, Piero |
|
2015 |
111 |
C |
p. 88-102 15 p. |
artikel |
10 |
Fire behavior of composite beams with simple connections: Benchmarking of numerical models
|
Fischer, Erica C. |
|
2015 |
111 |
C |
p. 112-125 14 p. |
artikel |
11 |
Local–overall interactive buckling behaviour of welded stainless steel I-section columns
|
Yuan, H.X. |
|
2015 |
111 |
C |
p. 75-87 13 p. |
artikel |
12 |
Tests of cold-formed and welded stainless steel beam-columns
|
Zheng, Baofeng |
|
2015 |
111 |
C |
p. 1-10 10 p. |
artikel |