| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A finite element model for the analysis of viscoelastic sandwich structures
|
Moita, J.S.
|
|
2011
|
89 |
21-22 |
p. 1874-1881
8 p.
|
artikel
|
| 2 |
A mixed time integration scheme for virtual fabrication of steel plate girders
|
Néző, J.
|
|
2011
|
89 |
21-22 |
p. 1859-1873
15 p.
|
artikel
|
| 3 |
Analysis of scaffolds with connections containing looseness
|
Prabhakaran, U.
|
|
2011
|
89 |
21-22 |
p. 1944-1955
12 p.
|
artikel
|
| 4 |
Application of the constrained finite strip method for the buckling design of cold-formed steel columns and beams via the direct strength method
|
Beregszászi, Z.
|
|
2011
|
89 |
21-22 |
p. 2020-2027
8 p.
|
artikel
|
| 5 |
Assessing the suitability of equivalent linear elastic analysis of seismically isolated multi-storey buildings
|
Mavronicola, E.
|
|
2011
|
89 |
21-22 |
p. 1920-1931
12 p.
|
artikel
|
| 6 |
Comparison of several approaches to the linear approximation of the yield condition and application to the robust design of plane frames for the case of uncertainty
|
Zier, S.
|
|
2011
|
89 |
21-22 |
p. 1932-1943
12 p.
|
artikel
|
| 7 |
Computational model of an inclined aerial ropeway and numerical method for analyzing nonlinear cable-car interaction
|
Bryja, Danuta
|
|
2011
|
89 |
21-22 |
p. 1895-1905
11 p.
|
artikel
|
| 8 |
Determination of the patch loading resistance of girders with corrugated webs using nonlinear finite element analysis
|
Kövesdi, B.
|
|
2011
|
89 |
21-22 |
p. 2010-2019
10 p.
|
artikel
|
| 9 |
Deterministic and stochastic seismic analysis of buildings with uncertain-but-bounded mass distribution
|
Cacciola, Pierfrancesco
|
|
2011
|
89 |
21-22 |
p. 2028-2036
9 p.
|
artikel
|
| 10 |
Editorial
|
Adam, J.M.
|
|
2011
|
89 |
21-22 |
p. 1841-1843
3 p.
|
artikel
|
| 11 |
Estimation of dynamic buckling for composite columns with open cross-section
|
Kubiak, Tomasz
|
|
2011
|
89 |
21-22 |
p. 2001-2009
9 p.
|
artikel
|
| 12 |
First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 1: Experimental study
|
Correia, J.R.
|
|
2011
|
89 |
21-22 |
p. 2052-2064
13 p.
|
artikel
|
| 13 |
First-order, buckling and post-buckling behaviour of GFRP pultruded beams. Part 2: Numerical simulation
|
Silva, N.M.F.
|
|
2011
|
89 |
21-22 |
p. 2065-2078
14 p.
|
artikel
|
| 14 |
IFC: Editorial board, Aims and Scope
|
|
|
2011
|
89 |
21-22 |
p. IFC-
1 p.
|
artikel
|
| 15 |
Influence of track conditions and wheel wear state on the loads imposed on the infrastructure by railway vehicles
|
Pombo, J.
|
|
2011
|
89 |
21-22 |
p. 1882-1894
13 p.
|
artikel
|
| 16 |
Linear buckling analysis of thin-walled members combining the Generalised Beam Theory and the Finite Element Method
|
Casafont, Miquel
|
|
2011
|
89 |
21-22 |
p. 1982-2000
19 p.
|
artikel
|
| 17 |
Mixed finite element formulations with volume bubble functions for triangular elements
|
Caylak, I.
|
|
2011
|
89 |
21-22 |
p. 1844-1851
8 p.
|
artikel
|
| 18 |
Non-linear GBT formulation for open-section thin-walled members with arbitrary support conditions
|
Basaglia, C.
|
|
2011
|
89 |
21-22 |
p. 1906-1919
14 p.
|
artikel
|
| 19 |
Optimum design of high-rise steel buildings using an evolution strategy integrated parallel algorithm
|
Hasançebi, O.
|
|
2011
|
89 |
21-22 |
p. 2037-2051
15 p.
|
artikel
|
| 20 |
Possibilities and comparison of structural component models for the seismic assessment of modern unreinforced masonry buildings
|
Marques, Rui
|
|
2011
|
89 |
21-22 |
p. 2079-2091
13 p.
|
artikel
|
| 21 |
Prediction of time-dependent structural behaviour with recurrent neural networks for fuzzy data
|
Freitag, S.
|
|
2011
|
89 |
21-22 |
p. 1971-1981
11 p.
|
artikel
|
| 22 |
Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling
|
Betti, Michele
|
|
2011
|
89 |
21-22 |
p. 1956-1970
15 p.
|
artikel
|
| 23 |
Two-parameter fracture mechanical analysis of a near-crack-tip stress field in wedge splitting test specimens
|
Seitl, Stanislav
|
|
2011
|
89 |
21-22 |
p. 1852-1858
7 p.
|
artikel
|
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