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                             30 gevonden resultaten
nr titel auteur tijdschrift jaar jaarg. afl. pagina('s) type
1 Analysis of the post-buckling behavior of a purlin built from thin-walled cold-formed C profile Pieciorak, E.
2007
45 10-11 p. 916-920
5 p.
artikel
2 A non-asymptotic model for the stability analysis of thin biperiodic cylindrical shells Tomczyk, B.
2007
45 10-11 p. 941-944
4 p.
artikel
3 Behaviour of composite columns of closed cross-section under in-plane compressive pulse loading Mania, R.
2007
45 10-11 p. 902-905
4 p.
artikel
4 Behaviour of concrete-filled steel columns under the seismic loading Shimizu, S.
2007
45 10-11 p. 921-926
6 p.
artikel
5 Considerations on the numerical analysis of initial post-buckling behaviour in plates and beams Guarracino, F.
2007
45 10-11 p. 845-848
4 p.
artikel
6 Criteria of dynamic buckling estimation of thin-walled structures Kubiak, T.
2007
45 10-11 p. 888-892
5 p.
artikel
7 Critical load of a bilayered orthotropic elastic–plastic conical shell with the change of the shell basic surface location Paczos, P.
2007
45 10-11 p. 911-915
5 p.
artikel
8 Critical state of an axially compressed cylindrical panel with three edges simply supported and one edge free Wilde, R.
2007
45 10-11 p. 955-959
5 p.
artikel
9 Effect of strain hardening on the buckling of structural members and design codes recommendations Manevich, A.I.
2007
45 10-11 p. 810-815
6 p.
artikel
10 Experimental analysis of prestressed thin-walled structures stability Blum, A.
2007
45 10-11 p. 834-839
6 p.
artikel
11 Experimental studying of buckling of stringer cylindrical shells under axial compression Krasovsky, V.L.
2007
45 10-11 p. 877-882
6 p.
artikel
12 Experimental tests of stability and load carrying capacity of compressed thin-walled multi-cell columns of triangular cross-section Krolak, M.
2007
45 10-11 p. 883-887
5 p.
artikel
13 Improvement in accuracy of the finite element method in analysis of stability of Euler–Bernoulli and Timoshenko beams Więckowski, Z.
2007
45 10-11 p. 950-954
5 p.
artikel
14 Load-carrying capacity and energy absorption of thin-walled profiles with edge stiffeners Kotełko, M.
2007
45 10-11 p. 872-876
5 p.
artikel
15 Optimal design of composite multilayered plated and shell structures Muc, A.
2007
45 10-11 p. 816-820
5 p.
artikel
16 Some aspects of dynamic interactive buckling of composite columns Kołakowski, Z.
2007
45 10-11 p. 866-871
6 p.
artikel
17 Some recent research on thin-walled members at the University of Strathclyde Rhodes, J.
2007
45 10-11 p. 821-826
6 p.
artikel
18 Stability of relatively deep segments of spherical shells loaded by external pressure Marcinowski, J.
2007
45 10-11 p. 906-910
5 p.
artikel
19 Stability of structures Kotelko, M.
2007
45 10-11 p. 809-
1 p.
artikel
20 Stability of trusses with linear elastic side-supports Iwicki, P.
2007
45 10-11 p. 849-854
6 p.
artikel
21 Stability problems of steel structures in the presence of stochastic and fuzzy uncertainty Kala, Z.
2007
45 10-11 p. 861-865
5 p.
artikel
22 Stainless steel stub columns subject to combined bending and axial loading Macdonald, M.
2007
45 10-11 p. 893-897
5 p.
artikel
23 Static and dynamic interactive buckling of isotropic thin-walled closed columns with variable thickness Teter, A.
2007
45 10-11 p. 936-940
5 p.
artikel
24 Tension buckling of plate having a hole Shimizu, S.
2007
45 10-11 p. 827-833
7 p.
artikel
25 The dynamic stability of a laboratory model of a truck crane Sochacki, W.
2007
45 10-11 p. 927-930
4 p.
artikel
26 The local and global instability and vibration of systems subjected to non-conservative loading Tomski, L.
2007
45 10-11 p. 945-949
5 p.
artikel
27 The tolerance averaging model of dynamic stability of thin plates with one-directional periodic structure Jędrysiak, J.
2007
45 10-11 p. 855-860
6 p.
artikel
28 Transformed initial dent as a trigger of the post-buckling process Gavrylenko, G.D.
2007
45 10-11 p. 840-844
5 p.
artikel
29 Two-criteria optimization of H-section bars–beams under bending and compression Manevich, A.I.
2007
45 10-11 p. 898-901
4 p.
artikel
30 Vibrations and stability of T-type frame loaded by longitudinal force in relation to its bolt Szmidla, J.
2007
45 10-11 p. 931-935
5 p.
artikel
                             30 gevonden resultaten
 
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