kw.\*:("Appui continu")
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Exact Michell layouts for various combinations of line supports-Part IIROZVANY, G. I. N; GOLLUB, W; ZHOU, M et al.Structural optimization. 1997, Vol 14, Num 2-3, pp 138-149, issn 0934-4373Article
Elastic analysis of thin plates with beam supportsCAIFENG HU; HARTLEY, G. A.Engineering analysis with boundary elements. 1994, Vol 13, Num 3, pp 229-238, issn 0955-7997Article
Critical review of thin-plate stability equationsPLATT, J; DAVIES, G; SNELL, C et al.Journal of engineering mechanics. 1992, Vol 118, Num 3, pp 481-495, issn 0733-9399Article
Buckling and postbuckling of the lying sheetWANG, C. Y.International journal of solids and structures. 1984, Vol 20, Num 4, pp 351-358, issn 0020-7683Article
Task-specific knowledge management in a process-centred SEEHOLZ, Harald; KÖNNECKER, Arne; MAURER, Frank et al.Lecture notes in computer science. 2001, pp 163-177, issn 0302-9743, isbn 3-540-42574-8Conference Paper
Fundamental modes of a circular membrane with radial constraints on the boundaryWANG, C. Y.Journal of sound and vibration. 1999, Vol 220, Num 3, pp 559-563, issn 0022-460XArticle
Free vibration analysis of champed rectangular plates with line support along the diagnolasLI, N; GORMAN, D. J.Journal of sound and vibration. 1994, Vol 173, Num 5, pp 591-598, issn 0022-460XArticle
Viscoelastic stability of columns on continuous supportLIANG-JENQ LEU; YEONG-BIN YANG.Journal of engineering mechanics. 1989, Vol 115, Num 7, pp 1488-1499, issn 0733-9399, 12 p.Article
«Basic» program for the plastic analysis of three-edge supported two-way reinforced concrete rectangular slabs subjected to linearly distributed loads = Programme en «BASIC» pour le calcul plastique de dalles en béton armé dans les deux sens, appuyées sur trois côtés et sujettes à charges distribuées linéairementPETCU, V; SVASTA, C.Revue roumaine des sciences techniques. Série de mécanique appliquée. 1987, Vol 32, Num 2, pp 215-227, issn 0035-4074Article
Semelle filante sur appui continu élastique (Programme de calcul) = Strip footing on a continuous elastic supportBOUGUERBA, A.Annales de l'Institut technique du bâtiment et des travaux publics. 1991, Vol 45, Num 495, pp 37-70, issn 0020-2568Article
Zur Gebrauchstauglichkeit dreiseitig und vierseitig gelagerter Platten unter Druck - und Biegebeanspruchung = Serviceability of three - and four-sided supported steel-plates in compression and bending = Etat limite de service pour plaques métalliques appuyées sur trois ou quatre côtés, soumises à compression et flexionBRUNE, B.Der Stahlbau. 1999, Vol 68, Num 3, pp 212-227, issn 0038-9145Article
Dynamic stability of a plate on multiple line and point supports subject to pulsating conservative in-plane loadsLEE, H. P; NG, T. Y.Journal of sound and vibration. 1995, Vol 185, Num 2, pp 345-356, issn 0022-460XArticle
Vereinfachte Berechnung vierseitig gelagerter Rechteckplatten nach der Bruchlinientheorie = Simplified yield line theory applied to rectangular slabs with supports along all edges = Calcul simplifié de plaques rectangulaires à appuis multiples, selon la théorie des lignes de ruptureFRIEDRICH, R.Beton- und Stahlbetonbau. 1995, Num 5, pp 113-115, issn 0005-9900Article
KNICKLAENGEN MEHRSTIELIGER STUETZSYSTEME = LONGUEUR DE FLAMBEMENT DES SYSTEMES D'APPUIS CONTINUSKLOTZ H.1979; BAUTECHNIK; DEU; DA. 1979; VOL. 56; NO 8; PP. 283-285; BIBL. 5 REF.Article
CALCUL AUTOMATIQUE D'UNE SEMELLE FINIE SUR APPUI CONTINU ELASTIQUE AU MOYEN D'UN ORDINATEUR DE POCHE.HINDIE N.1978; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FRA; DA. 1978; NO 364; PP. 133-152; ABS. GER/ENG/SPA; BIBL. 4 REF.Article
A three dimensional system approach for environmentally sustainable manufacturingYUAN, Chris; QIANG ZHAI; DORNFELD, David et al.CIRP annals. 2012, Vol 61, Num 1, pp 39-42, issn 0007-8506, 4 p.Conference Paper
Deformation of a Three-Layer Elastoplastic Beam on an Elastic FoundationSTAROVOITOV, E. I; LEONENKO, D. V.Mechanics of solids. 2011, Vol 46, Num 2, pp 291-298, issn 0025-6544, 8 p.Article
Natural frequencies of an orthotropic thin toroidal shell of elliptical cross-sectionXU, B; REDEKOP, D.Journal of sound and vibration. 2006, Vol 293, Num 1-2, pp 440-448, issn 0022-460X, 9 p.Article
Vibrations of rectangular plates with elastic intermediate line-supports and edge constraintsCHEUNG, Y. K; ZHOU, D.Thin-walled structures. 2000, Vol 37, Num 4, pp 305-331, issn 0263-8231Article
Development and application of a computer-supported method for designoptimization of micorooptical systemsSIEBER, I; GUTH, H; EGGERT, H et al.SPIE proceedings series. 2000, pp 108-119, isbn 0-8194-3645-3Conference Paper
Analysis of rotors considering distributed bearing stiffness and dampingSUDHAKARA RAO, B; SEKHAR, A. S; MAJUMDAR, B. C et al.Computers & structures. 1996, Vol 61, Num 5, pp 951-955, issn 0045-7949Article
Response of a Buckled Beam Constrained by a Tensionless Elastic FoundationCHEN, Jen-San; WU, Hsu-Hao.Journal of engineering mechanics. 2011, Vol 137, Num 6, pp 383-389, issn 0733-9399, 7 p.Article
Application of modified vlasov model to free vibration analysis of beams resting on elastic foundationsAYVAZ, Y; ÖZGAN, K.Journal of sound and vibration. 2002, Vol 255, Num 1, pp 111-127, issn 0022-460XArticle
Levy solutions for vibration of multi-span rectangular platesXIANG, Y; ZHAO, Y. B; WEI, G. W et al.International journal of mechanical sciences. 2002, Vol 44, Num 6, pp 1195-1218, issn 0020-7403Article
Modeling of steel-concrete composite beams under negative bendingMANFREDI, G; FABBROCINO, G; COSENZA, E et al.Journal of engineering mechanics. 1999, Vol 125, Num 6, pp 654-662, issn 0733-9399Article