nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A modified moment resisting connection for ductile steel frames (Numerical and experimental investigation)
|
Farrokhi, Hooman |
|
2009 |
|
10-11 |
p. 2040-2049 10 p. |
artikel |
2 |
Buckling analysis of structural steel frames with inelastic effects according to codes
|
Farshi, Behrooz |
|
2009 |
|
10-11 |
p. 2078-2085 8 p. |
artikel |
3 |
CALENDAR
|
|
|
2009 |
|
10-11 |
p. I-II nvt p. |
artikel |
4 |
Design moment of shear connections at the ultimate limit state
|
Gong, Yanglin |
|
2009 |
|
10-11 |
p. 1921-1930 10 p. |
artikel |
5 |
Discussion on “Neural networks for modelling ultimate pure bending of steel circular tubes” by Mohamed Shahin and Mohamed Elchalakani [J. Constr. Steel Res. 2008; 64(6): 624–633]
|
Cevik, Abdulkadir |
|
2009 |
|
10-11 |
p. 2086- 1 p. |
artikel |
6 |
Dynamic response of composite frames with different shear connection degree
|
Vasdravellis, G. |
|
2009 |
|
10-11 |
p. 2050-2061 12 p. |
artikel |
7 |
Eccentrically braced frame links with reduced web sections
|
Prinz, G.S. |
|
2009 |
|
10-11 |
p. 1971-1978 8 p. |
artikel |
8 |
Editorial Board
|
|
|
2009 |
|
10-11 |
p. IFC- 1 p. |
artikel |
9 |
Effect of tension bracing on the collapse mechanism of steel moment frames
|
Lotfollahi, Mehrdad |
|
2009 |
|
10-11 |
p. 2027-2039 13 p. |
artikel |
10 |
Experimental analysis of shear connection between steel and lightweight concrete
|
Valente, Isabel B. |
|
2009 |
|
10-11 |
p. 1954-1963 10 p. |
artikel |
11 |
FEMA approaches in seismic assessment of jacket platforms (case study: Ressalat jacket of Persian gulf)
|
Golafshani, Ali Akbar |
|
2009 |
|
10-11 |
p. 1979-1986 8 p. |
artikel |
12 |
Finite element modeling of push-out tests for large stud shear connectors
|
Nguyen, Huu Thanh |
|
2009 |
|
10-11 |
p. 1909-1920 12 p. |
artikel |
13 |
Fire behaviour of high strength self-consolidating concrete filled steel tubular stub columns
|
Lu, Hui |
|
2009 |
|
10-11 |
p. 1995-2010 16 p. |
artikel |
14 |
Grain-scale plasticity based fatigue model to estimate fatigue life of bridge connections
|
Siriwardane, Sudath |
|
2009 |
|
10-11 |
p. 1942-1953 12 p. |
artikel |
15 |
Large deflection inelastic analysis of space trusses using generalized displacement control method
|
Thai, Huu-Tai |
|
2009 |
|
10-11 |
p. 1987-1994 8 p. |
artikel |
16 |
On the design of stiffeners in steel plate shear walls
|
Alinia, M.M. |
|
2009 |
|
10-11 |
p. 2069-2077 9 p. |
artikel |
17 |
Post-tensioned self-centering moment connections with beam bottom flange energy dissipators
|
Chou, Chung-Che |
|
2009 |
|
10-11 |
p. 1931-1941 11 p. |
artikel |
18 |
Prediction of hot spot stress distribution for tubular K-joints under basic loadings
|
Shao, Yong-Bo |
|
2009 |
|
10-11 |
p. 2011-2026 16 p. |
artikel |
19 |
Structural behavior of centrally loaded steel columns at elevated temperature
|
Yang, Kuo-Chen |
|
2009 |
|
10-11 |
p. 2062-2068 7 p. |
artikel |
20 |
13th International Symposium on Tubular Structures ISTS 13
|
Young, Ben |
|
2009 |
|
10-11 |
p. III- 1 p. |
artikel |
21 |
Ultimate strength of adjustable telescopic steel props according to standard EN 1065
|
Salvadori, A. |
|
2009 |
|
10-11 |
p. 1964-1970 7 p. |
artikel |