| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical and experimental studies on quasi-static axial crush behavior of thin-walled tailor-made aluminum tubes
|
Jandaghi Shahi, V.
|
|
2012
|
60 |
C |
p. 24-37
14 p.
|
artikel
|
| 2 |
A numerical study on seismic performance of strap-braced cold-formed steel shear walls
|
Zeynalian, M.
|
|
2012
|
60 |
C |
p. 229-238
10 p.
|
artikel
|
| 3 |
A semi-energy finite strip non-linear analysis of imperfect composite laminates subjected to end-shortening
|
Assaee, H.
|
|
2012
|
60 |
C |
p. 46-53
8 p.
|
artikel
|
| 4 |
Behaviour of cold-formed steel shear wall panels under monotonic and reversed cyclic loading
|
Nithyadharan, M.
|
|
2012
|
60 |
C |
p. 12-23
12 p.
|
artikel
|
| 5 |
Buckling analysis and optimisation of variable angle tow composite plates
|
Wu, Zhangming
|
|
2012
|
60 |
C |
p. 163-172
10 p.
|
artikel
|
| 6 |
Buckling of the axially compressed cylindrical shells with arbitrary axisymmetric thickness variation
|
Chen, Zhiping
|
|
2012
|
60 |
C |
p. 38-45
8 p.
|
artikel
|
| 7 |
Coupled static and dynamic buckling of thin walled beam by spline finite element
|
Yang, Hao
|
|
2012
|
60 |
C |
p. 118-126
9 p.
|
artikel
|
| 8 |
Critical behavior of flat and stiffened shell structures through different kinematical models: A comparative investigation
|
Ruocco, Eugenio
|
|
2012
|
60 |
C |
p. 205-215
11 p.
|
artikel
|
| 9 |
Editorial Board
|
|
|
2012
|
60 |
C |
p. IFC-
1 p.
|
artikel
|
| 10 |
Elasto-plastic stability of single-layer reticulated domes with initial curvature of members
|
Fan, Feng
|
|
2012
|
60 |
C |
p. 239-246
8 p.
|
artikel
|
| 11 |
Enhancement of buckling capacity of steel plates strengthened with GFRP plates
|
Siddique, Mohammad Al Amin
|
|
2012
|
60 |
C |
p. 154-162
9 p.
|
artikel
|
| 12 |
Finite element analysis of the elastic static properties and stability of pretensioned cylindrical reticulated mega-structures
|
He, Yongjun
|
|
2012
|
60 |
C |
p. 1-11
11 p.
|
artikel
|
| 13 |
Influence of curved flange-to-web connection on the transverse load resistance of extruded or hot-rolled I girders
|
Vigh, László Gergely
|
|
2012
|
60 |
C |
p. 127-136
10 p.
|
artikel
|
| 14 |
Load carrying capacity enhancement of cold formed steel walls using shotcreted steel sheets
|
Mowrtage, Waiel
|
|
2012
|
60 |
C |
p. 145-153
9 p.
|
artikel
|
| 15 |
Neural network approach for prediction of deflection of clamped beams struck by a mass
|
Hosseini, M.
|
|
2012
|
60 |
C |
p. 222-228
7 p.
|
artikel
|
| 16 |
Numerical study of built-up double-Z members in bending and compression
|
Georgieva, Iveta
|
|
2012
|
60 |
C |
p. 85-97
13 p.
|
artikel
|
| 17 |
Performance of CFTST column to steel beam joints with blind bolts under cyclic loading
|
Wang, Jingfeng
|
|
2012
|
60 |
C |
p. 69-84
16 p.
|
artikel
|
| 18 |
Second-order plastic-hinge analysis of space semi-rigid steel frames
|
Ngo-Huu, Cuong
|
|
2012
|
60 |
C |
p. 98-104
7 p.
|
artikel
|
| 19 |
Self-shape optimisation application: Optimisation of cold-formed steel columns
|
Gilbert, Benoit P.
|
|
2012
|
60 |
C |
p. 173-184
12 p.
|
artikel
|
| 20 |
Self-shape optimisation principles: Optimisation of section capacity for thin-walled profiles
|
Gilbert, Benoit P.
|
|
2012
|
60 |
C |
p. 194-204
11 p.
|
artikel
|
| 21 |
Shear deformations in inflated cylindrical beams: An old model revisited
|
Ligarò, Salvatore S.
|
|
2012
|
60 |
C |
p. 137-144
8 p.
|
artikel
|
| 22 |
Simulation of geometric imperfections in cold-formed steel members using spectral representation approach
|
Zeinoddini, V.M.
|
|
2012
|
60 |
C |
p. 105-117
13 p.
|
artikel
|
| 23 |
Some thoughts on a surprising result concerning the lateral-torsional buckling of monosymmetric I-section beams
|
Camotim, Dinar
|
|
2012
|
60 |
C |
p. 216-221
6 p.
|
artikel
|
| 24 |
Structural performance of blind bolted end plate joints to concrete-filled thin-walled steel tubular columns
|
Wang, Jingfeng
|
|
2012
|
60 |
C |
p. 54-68
15 p.
|
artikel
|
| 25 |
Subcritical parametric response of an axially accelerating beam
|
Ghayesh, Mergen H.
|
|
2012
|
60 |
C |
p. 185-193
9 p.
|
artikel
|
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