Pascal and Francis Bibliographic Databases

Help

Search results

Your search

au.\*:("ROZVANY GIN")

Document Type [dt]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Publication Year[py]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Discipline (document) [di]

A-Z Z-A Frequency ↓ Frequency ↑
Export in CSV

Results 1 to 25 of 37

  • Page / 2
Export

Selection :

  • and

OPTIMAL ELASTIC DESIGN FOR STRESS CONSTRAINTS.ROZVANY GIN.1978; COMPUTERS AND STRUCT.; G.B.; DA. 1978; VOL. 8; NO 3-4; PP. 455-463; BIBL. 21 REF.Article

ANALYTICAL TREATMENT OF SOME EXTENDED PROBLEMS IN STRUCTURAL OPTIMIZATION. I. = TRAITEMENT ANALYTIQUE POUR QUELQUES PROBLEMES ETENDUS EN OPTIMISATION DES STRUCTURES. IROZVANY GIN.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 359-385; BIBL. 17 REF.Article

ANALYTICAL TREATMENT OF SOME EXTENDED PROBLEMS IN STRUCTURAL OPTIMIZATION. II. = TRAITEMENT ANALYTIQUE DE QUELQUES PROBLEMES ETENDUS EN OPTIMISATION DES STRUCTURES. IIROZVANY GIN.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 4; PP. 387-402; BIBL. 6 REF.Article

OPTIMAL DESIGN OF MULTILOAD MULTISPAN SYSTEMS.ROZVANY GIN.1976; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 6; PP. 1085-1087; BIBL. 6 REF.Article

A UNIFIED THEORY OF OPTIMAL MOMENT FIELDS. = THEORIE UNIFIEE DES CHAMPS OPTIMAUX DE MOMENTROZVANY GIN.1974; J. STRUCT. MECH.; U.S.A.; DA. 1974; VOL. 3; NO 2; PP. 179-195; BIBL. 15 REF.Article

OPTIMAL FORCE TRANSMISSION BY FLEXURE-CLAMPED BOUNDARIES.ROZVANY GIN.1973; J. STRUCT. MECH.; U.S.A.; DA. 1973; VOL. 2; NO 1; PP. 57-82; BIBL. 13 REF.Article

A GENERAL THEORY OF OPTIMAL STRUCTURAL LAYOUTSROZVANY GIN.sdINTERNATIONAL SYMPOSIUM ON OPTIMUM STRUCTURAL DESIGN. OFFICE OF NAVAL RESEARCH. NAVAL STRUCTURAL MECHANICS SYMPOSIUM. 11/1981-10-19/TUCSON AZ; USA; DA. S.D.; 4.37-4.55; BIBL. 34 REF.Conference Paper

ELASTIC VERSUS PLASTIC OPTIMAL STRENGTH DESIGN.ROZVANY GIN.1977; PROC. AMER. SOC. CIV., ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 210-215; BIBL. 10 REF.Article

OPTIMAL PLASTIC DESIGN: ALLOWANCE FOR SELF-WEIGHT.ROZVANY GIN.1977; PROC. AMER. SOC. CIV. ENGNS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 6; PP. 1165-1170; BIBL. 8 REF.Article

OPTIMAL BEAM LAYOUTS: ALLOWANCE FOR COST OF SHEARROZVANY GIN.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 19; NO 1; PP. 49-58; BIBL. 14 REF.Article

OPTIMAL FLEXURE FIELDS FOR CORNERS.ROZVANY GIN.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 828-833; BIBL. 11 REF.Article

OPTIMIZATION OF UNSPECIFIED GENERALIZED FORCES IN STRUCTURAL DESIGN.ROZVANY GIN.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 4; PP. 1143-1145; BIBL. 5 REF.Article

NONCONVEX STRUCTURAL OPTIMIZATION PROBLEMSROZVANY GIN.1973; PROC. AMER. SOC. CIV. ENGRS, J. ENGNGN MECH. DIV.; U.S.A.; DA. 1973; VOL. 99; NO 1; PP. 243-248; BIBL. 10 REF.Serial Issue

OPTIMAL SPHERICAL CUPOLA OF UNIFORM STRENGTH = COUPOLE SPHERIQUE OPTIMALE DE RESISTANCE UNIFORMEPRAGER N; ROZVANY GIN.1980; INGR. ARCH.; DEU; DA. 1980; VOL. 49; NO 5-6; PP. 287-293; ABS. GER; BIBL. 5 REF.Article

A NEW CLASS OF STRUCTURAL OPTIMIZATION PROBLEMS: OPTIMAL ARCHGRIDSROZVANY GIN; PRAGER W.1979; COMPUTER METHODS APPL. MECH. ENGNG; NLD; DA. 1979; VOL. 19; NO 1; PP. 127-150; BIBL. 7 REF.Article

OPTIMAL LAYOUT OF GRILLAGES.PRAGER W; ROZVANY GIN.1977; J. STRUCT. MECH.; U.S.A.; DA. 1977; VOL. 5; NO 1; PP. 1-18; BIBL. 7 REF.Article

PLASTIC DESIGN OF BEAMS: OPTIMAL LOCATIONS OF SUPPORTS AND STEPS IN YIELD MOMENT. = CONCEPTION PLASTIQUE DES POUTRES: LOCALISATION OPTIMUM DES SUPPORTS ET ETAGES DANS LE MOMENT DE LIMITE D'ECOULEMENTPRAGER W; ROZVANY GIN.1975; INTERNATION. J. MECH. SCI.; G.B.; DA. 1975; VOL. 17; NO 10; PP. 627-631; BIBL. 4 REF.Article

OPTIMAL DESIGN OF STRUCTURES WITH VARIABLE SUPPORT CONDITIONS. = CONCEPTION OPTIMALE DE STRUCTURES AVEC DES CONDITIONS VARIABLES DE SUPPORTMROZ Z; ROZVANY GIN.1975; J. OPTIMIZ. THEORY APPL.; U.S.A.; DA. 1975; VOL. 15; NO 1; PP. 85-101; BIBL. 5 REF.Article

FLEXURAL INSTABILITY OF UNBONDED PRESTRESSED CONCRETE STRUCTURESROZVANY GIN; HO DWS.1974; BUILDG SCI.; G.B.; DA. 1974; VOL. 9; NO 3; PP. 211-217; ABS. FR. ALLEM.; BIBL. 7 REF.Article

THE PLP ALGORITHM = L'ALGORITHME PLPCHARRETT DE; ROZVANY GIN.1972; J. ENGNG INDUSTRY; U.S.A.; DA. 1972; VOL. 94; NO 2; PP. 402-409; BIBL. 6 REF.Serial Issue

OPTIMAL LOAD TRANSMISSION IN SQUARE FLOOR PANELSROZVANY GIN; ADIDAM SR.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 2; PP. 127-129; ABS. FR. ALLEM.; BIBL. 3 REF.Serial Issue

COLUMN DESIGN: OPTIMIZATION OF SUPPORT CONDITIONS AND SEGMENTATION.ROZVANY GIN; MROZ Z.1977; J. STRUCT. MECH.; U.S.A.; DA. 1977; VOL. 5; NO 3; PP. 279-290; BIBL. 1 P.Article

DETERMINANTS OF THE BOURDON EFFECTROZVANY GIN; DAY RH.1980; PERCEPT. PSYCHOPHYS.; ISSN 0031-5117; USA; DA. 1980; VOL. 28; NO 1; PP. 39-44; BIBL. 10 REF.Article

A COMPUTER ALGORITHM FOR DERIVING ANALYTICALLY AND PLOTTING OPTIMAL STRUCTURAL LAYOUTROZVANY GIN; HILL RD.1979; COMPUTERS AND STRUCT.; GBR; DA. 1979; VOL. 10; NO 1-2; PP. 295-300; BIBL. 11 REF.Article

THE THEORY OF OPTIMAL LOAD TRANSMISSION BY FLEXURE.ROZVANY GIN; HILL RD.1976; ADV. APPL. MECH.; U.S.A.; DA. 1976; VOL. 16; PP. 183-308; BIBL. 4 P.Article

  • Page / 2