nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Behaviour of concrete-filled steel tubes under static and variable repeated loading
|
Thayalan, P. |
|
2009 |
65 |
4 |
p. 900-908 9 p. |
artikel |
2 |
Behaviour of flush end plate joints to concrete-filled steel tubular columns
|
Wang, Jing-Feng |
|
2009 |
65 |
4 |
p. 925-939 15 p. |
artikel |
3 |
CALENDAR
|
|
|
2009 |
65 |
4 |
p. I-II nvt p. |
artikel |
4 |
Deflection behaviour of plate girders loaded in shear at elevated temperatures
|
Qian, Zhen-Hai |
|
2009 |
65 |
4 |
p. 991-1000 10 p. |
artikel |
5 |
Editorial Board
|
|
|
2009 |
65 |
4 |
p. IFC- 1 p. |
artikel |
6 |
Effect of mid-connection detail on the behavior of x-bracing systems
|
Davaran, Ali |
|
2009 |
65 |
4 |
p. 985-990 6 p. |
artikel |
7 |
Experimental study on shear resistance of self-stressing concrete filled circular steel tubes
|
Xu, Chang |
|
2009 |
65 |
4 |
p. 801-807 7 p. |
artikel |
8 |
Experimental study on straight composite beams subjected to combined flexure and torsion
|
Tan, E.L. |
|
2009 |
65 |
4 |
p. 784-793 10 p. |
artikel |
9 |
Explicit full-range stress–strain relations for stainless steel at high temperatures
|
Abdella, K. |
|
2009 |
65 |
4 |
p. 794-800 7 p. |
artikel |
10 |
Failure criteria and cumulative damage models for steel components under cyclic loading
|
Castiglioni, Carlo A. |
|
2009 |
65 |
4 |
p. 751-765 15 p. |
artikel |
11 |
Inelastic restrained distortional buckling of continuous composite T-beams
|
Vrcelj, Zora |
|
2009 |
65 |
4 |
p. 850-859 10 p. |
artikel |
12 |
Load-carrying capacity of high-strength steel box-sections I: Stub columns
|
Gao, Lei |
|
2009 |
65 |
4 |
p. 918-924 7 p. |
artikel |
13 |
Local buckling of steel plates in rectangular CFT columns with binding bars
|
Cai, Jian |
|
2009 |
65 |
4 |
p. 965-972 8 p. |
artikel |
14 |
Mechanical modeling of the nonlinear response of beam-to-column joints
|
Lemonis, Minas E. |
|
2009 |
65 |
4 |
p. 879-890 12 p. |
artikel |
15 |
Modelling of residual stress relaxation around cold expanded holes in carbon steel
|
Maximov, Jordan T. |
|
2009 |
65 |
4 |
p. 909-917 9 p. |
artikel |
16 |
Moment–rotation behavior of bolted top–seat angle connections
|
Pirmoz, Akbar |
|
2009 |
65 |
4 |
p. 973-984 12 p. |
artikel |
17 |
New evaluation and modeling procedure for horizontal shear bond in composite slabs
|
Abdullah, Redzuan |
|
2009 |
65 |
4 |
p. 891-899 9 p. |
artikel |
18 |
Non-linear analysis of perforated steel plates subjected to localised symmetrical load
|
Maiorana, Emanuele |
|
2009 |
65 |
4 |
p. 959-964 6 p. |
artikel |
19 |
Performance of composite members subjected to axial load and bi-axial bending
|
Hsu, H.-L. |
|
2009 |
65 |
4 |
p. 869-878 10 p. |
artikel |
20 |
Seismic behavior of wide-flange steel column with confined potential plastic hinge
|
Xiao, Y. |
|
2009 |
65 |
4 |
p. 808-817 10 p. |
artikel |
21 |
Seismic design procedure development for cold-formed steel–special bolted moment frames
|
Sato, Atsushi |
|
2009 |
65 |
4 |
p. 860-868 9 p. |
artikel |
22 |
Seismic performance of ductile welded connections using T-stiffener
|
Ghobadi, M.S. |
|
2009 |
65 |
4 |
p. 766-775 10 p. |
artikel |
23 |
Static analysis of cable-stayed bridge with CFT arch ribs
|
Nakamura, Shun-ichi |
|
2009 |
65 |
4 |
p. 776-783 8 p. |
artikel |
24 |
Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties
|
Simões da Silva, L. |
|
2009 |
65 |
4 |
p. 832-849 18 p. |
artikel |
25 |
Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance model
|
Rebelo, C. |
|
2009 |
65 |
4 |
p. 818-831 14 p. |
artikel |
26 |
Strength and ductility of fillet welds with transverse root notch
|
Kanvinde, A.M. |
|
2009 |
65 |
4 |
p. 948-958 11 p. |
artikel |
27 |
Structural resistance of longitudinal double plates-to-RHS connections
|
Bae, Kyu-Woong |
|
2009 |
65 |
4 |
p. 940-947 8 p. |
artikel |
28 |
Study on the bolting top-joint of substation truss–column
|
Zhu, Ai-zhu |
|
2009 |
65 |
4 |
p. 1001-1006 6 p. |
artikel |