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Premium power fuel cell barriers to utilization, a customer's perspectiveD'AQUANNI, Richard T.2004 IEEE Power Engineering Society general meeting (Denver CO, 6-10 June 2004). 2004, isbn 0-7803-8465-2, 2Vol, vol 2, 2289-2292Book Chapter

Flambement élastoplastique des poutresTaghi, Essaid; Duvaut, Georges.1986, 60 p.Thesis

Dépendance des charges critiques pour les coques orthotropes vis-à-vis des petites déviations de la forme de la génératriceBABICH, D. V.Prikladnaâ mehanika (Kiev). 1986, Vol 22, Num 8, pp 46-50, issn 0032-8243Article

Application of a modified Donnell technique for the determination of critical loads of imperfect platesABRAMOVICH, H; WELLER, T; YAFFE, R et al.Computers & structures. 1990, Vol 37, Num 4, pp 463-469, issn 0045-7949, 7 p.Article

Critical loads of reinforced rubber hosesSAMAY, G; NAGY, T. T; KOVACS, F et al.Kautschuk und Gummi, Kunststoffe. 1989, Vol 42, Num 5, pp 422-425, issn 0022-9520Article

Axial strength and modes of collapse of composite componentsMAHMOOD, H. F; ZHOU, J. H; LEE, M. S et al.SAE transactions. 1989, Vol 97, pp 516-522, issn 0096-736X, 2Article

Influence du couple de jonction sur la stabilité des coques conjuguées sous l'action d'une pression externeBUDNIK, A. P; SHALITKIN, V. A.Prikladnaâ mehanika (Kiev). 1988, Vol 24, Num 11, pp 126-128, issn 0032-8243Article

Theoretical assessment of a proposal for the simplified determination of critical loads of elastic shellsMALMBERG, T.Kernforschungszentrum Karlsruhe. 1986, Num 4113, issn 0303-4003, 106 p.Serial Issue

Hysteresis and incremental collapse: the iterative evolution of a complex systemERBER, T; GURALNICK, S. A.Annals of physics (Print). 1988, Vol 181, Num 1, pp 25-53, issn 0003-4916Article

Analysis of a proposal for the simplified determination of critical loads of elastic shellsMALMBERG, T.Nuclear engineering and design. 1987, Vol 100, Num 3, pp 263-279, issn 0029-5493Article

The effect of interaction of loadings on the change of buckling response of framed structuresYIAGOS, A. N; KOUNADIS, A. N.Acta mechanica. 1988, Vol 72, Num 3-4, pp 269-282, issn 0001-5970Article

Advances in critical buckling load assessment for tubulars inside wellboresHAJIANMALEKI, Mehdi; DAILY, Jeremy S.Journal of petroleum science & engineering. 2014, Vol 116, pp 136-144, issn 0920-4105, 9 p.Article

Stability of non ideal spherical shells with ribsGAVRILENKO, G. D; SITNIK, A. S.Prikladnaâ mehanika (Kiev). 1990, Vol 26, Num 8, pp 43-46, issn 0032-8243, 4 p.Article

Approximate Derivation of Critical Buckling LoadOCHSHORN, Jonathan.Journal of architectural engineering. 2009, Vol 15, Num 4, pp 139-141, issn 1076-0431, 3 p.Article

Account of the cross-sectional deplanation of a composite bar in determining the critical forceGORIK, A. V; TOLSTOPYATOV, R. V.Mechanics of composite materials. 2003, Vol 39, Num 2, pp 149-152, issn 0191-5665, 4 p.Article

General trifurcation analysis in elastic stabilityGODOY, L. A; BANCHIO, E. G.Mechanics of structures and machines. 1999, Vol 27, Num 3, pp 253-273, issn 0890-5452Article

Higher-order sensitivity to imperfections in bifurcation buckling analysisGODOY, L. A; MOOK, D. T.International journal of solids and structures. 1996, Vol 33, Num 4, pp 511-520, issn 0020-7683Article

Buckling of columns with overhangWANG, C. M; LIEW, K. M.Journal of engineering mechanics. 1991, Vol 117, Num 11, pp 2492-2502, issn 0733-9399Article

Postbuckling behavior of structures having infinitely great critical loadsKOLLAR, L. P.Mechanics of structures and machines. 1990, Vol 18, Num 1, pp 17-31, issn 0890-5452, 15 p.Article

Näherungsweise Bestimmung der Knicklängen und Knicklasten von Rahmen nach E DIN 18800 Teil 2 = Calcul approximatif des charges de bifurcation critiques et des longueurs de flambage de cadres d'après la «norme E DIN 18800 partie 2» = Approximate calculation of critical bifurcation loads and buckling lengths of frames according to E DIN 18800 Teil 2RUBIN, H.Der Stahlbau. 1989, Vol 58, Num 4, pp 103-109, issn 0038-9145Article

Comparaison des valeurs théoriques et expérimentales des charges critiques des coques cylindriques orthotropes d'épaisseur variable optimales quant à la stabilitéRIVKIND, V. N; MEDVEDEV, N. G.Prikladnaâ mehanika (Kiev). 1988, Vol 24, Num 2, pp 122-125, issn 0032-8243Article

On the buckling of slender piles = Flambement des pieux élancésKERR, A. D.Soils and foundations. 1988, Vol 28, Num 2, pp 144-148, issn 0038-0806Article

DOUBLE TORSION TESTING MACHINE TO DETERMINE THE SUBCRITICAL FRACTURE INDEX IN ROCKSDIAZ-GUERRERO, Pedro-José; CARVAJAL, Jenny-Mabel; PALENCIA-MUNOZ, Miguel-Fernando et al.C.T. & F Ciencia, Tecnología, Futuro. 2011, Vol 4, Num 3, pp 37-46, issn 0122-5383, 10 p.Article

Critical levels for ozone effects on vegetation: further applying and developing the flux conceptWIESER, Gerhard; TAUSZ, Michael.Environmental pollution (1987). 2007, Vol 146, Num 3, issn 0269-7491, 195 p.Conference Proceedings

System Limit: The ultimate capacity of fractionatorsSTUPIN, W. J; KISTER, H. Z.Chemical engineering research & design. 2003, Vol 81, Num 1, pp 136-146, issn 0263-8762, 11 p.Conference Paper

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