A FINITE ELEMENT FORMULATION FOR CREEP ANALYSIS.HONG OU KIM; KUHLEMEYER RL.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 12; PP. 1865-1877; BIBL. 8 REF.Article

VIBRATION OF THREE-DIMENSIONAL RIGID FRAMES WITH PLATES.KAWASHIMA S; FUJIMOTO T.1976; MEM. FAC. ENGNG, KYUSHU UNIV.; JAP.; DA. 1976; VOL. 36; NO 2; PP. 189-209; BIBL. 8 REF.Article

FINITE PANEL ANALYSIS OF ORTHOTROPIC PLATE SYSTEMS.GUTKOWSKI RM.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 11; PP. 2211-2224; BIBL. 8 REF.Article

THE EFFECT OF WARPING ON INTERCONNECTED SHEAR WALL-FLAT PLATE STRUCTURES.TARANATH BS.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 711-724; BIBL. 17 REF.Article

A FINITE ELEMENT PRIMER FOR STRUCTURAL ENGINEERING. = ELEMENT FINI POUR L'ANALYSE DES STRUCTURESZIENKIEWICZ OC; BROTTON DM; MORGAN L et al.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 10; PP. 387-397; BIBL. 7 REF.Article

DEEP PLANE FRAMEWORKS WITH STIFFENED JOINTS = OSSATURES PLANES FORMEES DE POUTRES HAUTES AUX LIAISONS RAIDIESJUST DJ.1978; STRUCT. ENGS, B; GBR; DA. 1978; VOL. 56; NO 4; PP. 85-92; BIBL. 8 REF.Article

ERWEITERUNG DES STEIFEMODULVERFAHRENS UNTER BERUECKSICHTIGUNG DER BAUWERKSTEIFIGKEIT BEI UNTERSCHIEDLICHEN AUSSTEIFUNGSVERHAELTNISSEN = EXTENSION DE LA METHODE DU MODULE DE RIGIDITE COMPTE TENU DE LA RIGIDITE DE L'OUVRAGE POUR DIFFERENTS COMPORTEMENTS DE RAIDISSEURSGOSSLA F.1979; BAUTECHNICK; DEU; DA. 1979; VOL. 56; NO 2; PP. 52-60; BIBL. 26 REF.Article

ANALYSIS OF FABRICATED TUBULAR COLUMNS = ANALYSE DES POTEAUX TUBULAIRES FORMES ET SOUDESSHOUJI TOMA; CHEN WF.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 11; PP. 2343-2366; BIBL. 14 REF.Article

FURTHER STUDIES ON THE CONSTANT STIFFNESS METHOD OF NON LINEAR ANALYSIS OF CONCRETE STRUCTURES = ETUDES PLUS POUSSEES SUR LA METHODE DE LA RIGIDITE CONSTANTE LORS DE L'ANALYSE NON LINEAIRE DES STRUCTURES EN BETONDUNCAN W; JOHNARRY T.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979-12; VOL. 67; PP. 951-969; BIBL. 13 REF.Article

PROBLEMES SPECIFIQUES POSES PAR LA PRISE EN COMPTE DE LA CHUTE DE MISSILES SUR LES ENCEINTES NUCLEAIRESDUFOUR CJ; CHEYREZY MH.1978; ANN. TRAV. PUBLICS BELG.; BEL; DA. 1978; NO 6; PP. 491-501; ABS. DUTArticle

APPROXIMATE METHOD FOR LATERAL LOAD ANALYSIS OF HIGH-RISE BUILDINGS = METHODE APPROCHEE POUR LE CALCUL DU COMPORTEMENT D'IMMEUBLES DE GRANDE HAUTEUR SOUMIS A UNE FORCE LATERALEMORTELMANS FKEC; DE ROECK GPJM; VAN GEHERT DA et al.1981; PROC. AM. SOC. CIV., ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO ST8; PP. 1589-1610; BIBL. 7 REF.Article

INELASTIC SECTION RESPONSE BY TANGENT STIFFNESS = REPONSE INELASTIQUE DANS UNE SECTION PAR LA METHODE DE LA RIGIDITE DE TANGENTIELLEHAYS CO JR; SANTHANAM TK.1979; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1979; VOL. 105; NO 7; PP. 1241-1259; BIBL. 18 REF.Article

Rigidity matroidsGRAVER, J. E.SIAM journal on discrete mathematics (Print). 1991, Vol 4, Num 3, pp 355-368, issn 0895-4801Article

Isometry groups of three-dimensional Riemannian metricsBONA, C; COLL, B.Journal of mathematical physics. 1992, Vol 33, Num 1, pp 267-272, issn 0022-2488Article

Analytical model for shear critical reinforced-concrete members = Modèle analytique du cisaillement critique des éléments en béton arméCHUNG, W; AHMAD, S.H.Journal of structural engineering (New York, NY). 1995, Vol 121, Num 6, pp 1023-1029, issn 0733-9445Article

Two-axis detection resonant accelerometer based on rigidity changeTABATA, O; YAMAMOTO, T.Sensors and actuators. A, Physical. 1999, Vol 75, Num 1, pp 53-59, issn 0924-4247Article

Uniquely representing point patterns with minimal informationLEVINE, S. H; KREIFELDT, J. G.IEEE transactions on systems, man, and cybernetics. 1994, Vol 24, Num 6, pp 895-900, issn 0018-9472Article

Algebraic distance graphs and rigidityHOMMA, M; MAEHARA, H.Transactions of the American Mathematical Society. 1990, Vol 319, Num 2, pp 561-572, issn 0002-9947Article

Inelastic amplification factor for design of steel beam-columns = Coefficient d'amplification inélastique pour le calcul des structures poutre-poteau en acierSOHAL, I. S; SYED, N. A.Journal of structural engineering (New York, NY). 1992, Vol 118, Num 7, pp 1822-1839, issn 0733-9445Article

Source location with rigidity and tree packing requirementsFEKETE, Zsolt.Operations research letters. 2006, Vol 34, Num 6, pp 607-612, issn 0167-6377, 6 p.Article

The Föppl-von Kármán plate theory as a low energy Γ-limit of nonlinear elasticityFRIESECKE, Gero; JAMES, Richard D; MÜLLER, Stefan et al.Comptes rendus. Mathématique. 2002, Vol 335, Num 2, pp 201-206, issn 1631-073XArticle

Static reanalysis: a review = Nouveau calcul statique: une synthèseKASSIM, A. M. A; TOPPING, B. H. V.Journal of structural engineering (New York, NY). 1987, Vol 113, Num 5, pp 1029-1045, issn 0733-9445Article

Zero temperature limit for interacting Brownian particles. I. Motion of a single bodyFUNAKI, Tadahisa.Annals of probability. 2004, Vol 32, Num 2, pp 1201-1227, issn 0091-1798, 27 p.Article

Limit behaviour of thin insulating layers around multiconnected domainsBOUTKRIDA, Mohamed; GRENON, Nathalie; MOSSINO, Jacqueline et al.Annales de l'Institut Henri Poincaré. Analyse non linéaire. 2002, Vol 19, Num 1, pp 13-40, issn 0294-1449Article

Erasure below glass-transition temperature of effect of isothermal physical aging in fully cured epoxy/amine thermosetting systemJONG KEUN LEE; JAE YOUNG HWANG; GILLHAM, J. K et al.Journal of applied polymer science. 2001, Vol 81, Num 2, pp 396-404, issn 0021-8995Article