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SLENDERNESS OF PRESTRESSED CONCRETE COLUMNS = ELANCEMENT DES POTEAUX EN BETON PRECONTRAINTNATHAN ND.1983; J. PRESTRESSED CONCR. INST.; ISSN 0032-793X; USA; DA. 1983; VOL. 28; NO 2; PP. 50-77; BIBL. 9 REF.Article

APPROXIMATE ANALYSIS OF TALL WALL-FRAME STRUCTURES = CALCUL APPROCHE DES STRUCTURES ELANCEES AVEC MUR DE CONTREVENTEMENTHEIDEBRECHT AC.1973; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 2; PP. 199-221; BIBL. 10 REF.Serial Issue

RESISTANCE OF A SOIL LAYER TO HORIZONTAL VIBRATION OF A PILE = RESISTANCE D'UNE COUCHE DE SOL A DES VIBRATIONS HORIZONTALES D'UN PIEUNIELSEN MT.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 3; PP. 497-510; BIBL. 6 REF.Article

APPLICABILITY OF ACI SLENDERNESS COMPUTATIONS TO PRESTRESSED CONCRETE SECTIONSNATHAN ND.1975; J. PRESTRES. CONCR. INST.; U.S.A.; DA. 1975; VOL. 20; NO 3; PP. 68-85; BIBL. 5REF.Article

INELASTIC RESPONSE OF REST RAINED STEEL TUBES = REPONSE INELASTIQUE DES TUBES EN ACIER FIXESJAIN AK; GOEL SC; HANSON RD et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 6; PP. 897-910; BIBL. 14 REF.Article

CALCUL DES POTEAUX "EN COMPRESSION CENTREE" SELON LES REGLES BAELFOURE B.1982; ANN. INST. TECH. BATIM. TRAV. PUBLICS; ISSN 0020-2568; FRA; DA. 1982; NO 402; PP. 65-84; ABS. GER/ENG/SPAArticle

A SIMPLE APPROACH TO MULTIPLE COLUMN CURVES = UNE APPROCHE SIMPLE AUX COURBES MULTIPLES DE RESISTANCE DES POTEAUXROTTER JM.1982; TRANS. INST. ENG. AUST., CIV. ENG.; ISSN 0159-2068; AUS; DA. 1982; VOL. 24; NO 1; PP. 19-23; BIBL. 13 REF.Article

BUCKLING OF SHORT STEEL COLUMNS.YANEV B; GJELSVIK A.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 11; PP. 2111-2128; BIBL. 3 REF.Article

STABILITE DES PILES ET DES PYLONESMORISSET A.1976; ANN. INST. TECH. BATIM. TRAV. PUBLICS; FR.; DA. 1976; NO 335; PP. 49-64; ABS. ALLEM. ANGL. ESP.Article

JET BEHAVIOR IN WALL-ATTACHMENT FLUIDIC DEVICES WITH SMALL ASPECT RATIOSDOHTA S; OHSAKA K; WADA T et al.1981; FLUID. Q.; ISSN 0015-4687; USA; DA. 1981; VOL. 13; NO 1; PP. 59-79; BIBL. 9 REF.Article

RECHERCHES EXPERIMENTALES D'ELEMENTS EN BETON ARME COMPRIMES AXIALEMENT ELANCESSZUCHNICKI W.1974; ZESZ. NAUK. POLITECH. GDANSK., BUDOWNICTWO LADOWE; POLSKA; DA. 1974; NO 26; PP. 85-104; ABS. ANGL. RUSSEArticle

ESTIMATION OF AERODYNAMICS FOR SLENDER BODIES ALONE AND WITH LIFTING SURFACES AT ALPHA 'S FROM 0O TO 90OJORGENSEN LH.1973; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 3; PP. 409-412; BIBL. 7 REF.Serial Issue

COMPARISON OF NASA HELIUM TUNNEL TRANSITION DATA WITH NOISE-TRANSITION CORRELATION.PATE SR.1974; A.I.A.A.J., NEW YORK; U.S.A.; DA. 1974; VOL. 12; NO 11; PP. 1615; BIBL. 4 REF.Article

THE INFLUENCE OF ASPECT RATIO ON INCOMPRESSIBLE, TURBULENT FLOWS FROM RECTANGULAR SLOTSMARSTERS GF; FOTHERINGHAM J.1980; AERONAUT. Q.; ISSN 0001-9259; GBR; DA. 1980; VOL. 31; NO 4; PP. 285-305; BIBL. 10 REF.Article

RESISTANCE SOUS CHARGES VERTICALES CENTREES OU EXCENTREES D'ELEMENTS DE MUR NERVURES ELANCES EN BETON NON ARME. THEORIE. EXPERIMENTATIONLUGEZ J.1975; CAH. CENTRE SCI. TECH. BATIM.; FR.; DA. 1975; NO 160 PART. 1319; PP. 1-43; ABS. ANGL. ESP.; BIBL. 5REF.Article

Flambement des murs: élaboration d'un modèle pour murs en maçonnerie non-armée, section et matériau quelconques = «On the wall buckling: a design method for unreinforced masonry walls with any kind of section and material»POUSHANCHI, Mohsen; LORRAIN, Michel.1990, 207 p.Thesis

ACTIVE CONTROL OF ASYMMETRIC VORTEX EFFECTSFIDLER JE.1980; AEROSPACE SCIENCES MEETING. 18/1980/PASADENA CA; USA; NEW YORK: AIAA; DA. 1980; 11 P.; BIBL. 8 REF.Conference Paper

A further work on directed rodsCOHEN, H; SUN, Q.-X.Journal of elasticity. 1992, Vol 28, Num 2, pp 123-142, issn 0374-3535Article

ACTIVE CONTROL OF ASYMMETRIC VORTEX EFFECTSFIDLER JE.1981; J. AIRCR.; ISSN 0021-8669; USA; DA. 1981; VOL. 18; NO 4; PP. 267-272; BIBL. 8 REF.Article

SLEUDERNESS EFFECTS IN REINFORCED CONCRETE, STEEL AND COMPOSITE COLUMNS = EFFETS D'ELANCEMENT DANS DES POTEAUX EN BETON ARME EN ACIER ET COMPOSITESSMITH DGE.1980; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1980; VOL. 69; JUNE, PART. 2; PP. 343-357; BIBL. 17 REF.Article

TRAGLASTNACHWEIS FUER MAUERWEHR NACH DER THEORIE II: ORDNUNG MIT HILFE EINER NICHTLINEAREN MOMENT-KRUEMMUNGS-BEZIEHUNG = JUSTIFICATION DE LA FORCE PORTANTE DES MACONNERIES PAR LA THEORIE DU 2EME ORDRE, A L'AIDE D'UNE RELATION NON LINEAIRE MOMENT-COURBUREBASTGEN KJ.1978; BAUTECHNIK; DEU; DA. 1978; VOL. 55; NO 10; PP. 340-344; BIBL. 6 REF.Article

Slender column design in the new SAA standard for concrete structures = Calcul des poteaux élancés dans la nouvelle norme SAA pour les structures en bétonRANGAN, B. V.Transactions of the Institution of Engineers, Australia. Civil engineering. 1989, Vol 31, Num 2, pp 86-91, issn 0819-0259, 6 p.Article

Tragfähigkeit von schlanken Druckgliedern aus unbewehrtem Beton = Résistance d'éléments comprimés élancés en béton non arméKUPFER, H.-B; KUPFER, H; STEGBAUER, A et al.Bauingenieur. 1984, Vol 59, Num 5, pp 173-180, issn 0005-6650Article

On a conjecture about slender context-free languagesILIE, L.Theoretical computer science. 1994, Vol 132, Num 1-2, pp 427-434, issn 0304-3975Article

DIE ERMUEDUNGSFESTIGKEIT SCHLANKER STAHLBETONSTUETZEN UNTER AUSMITTIGEM DRUCH = RESISTANCE A LA FATIGUE DE POTEAUX ELANCES EN BETON ARME SOUMIS A UNE POUSSIERE EXCENTREEHERZOG M.1978; BETON- U. STAHLBETONBAU; DEU; DA. 1978; VOL. 73; NO 7; PP. 175-177; BIBL. 5 REF.Article

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