ITERATIVE STRUCTURAL DESIGN.SPILLERS WR.1977; SOLID MECH. ARCH.; NLD; DA. 1977; VOL. 2; NO 4; PP. 369-401; BIBL. 2 P.Article

ITERATIVE DESIGN FOR OPTIMAL GEOMETRY. = CONCEPTION ITERATIVE POUR UNE GEOMETRIE OPTIMALESPILLERS WR.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1435-1442; BIBL. 11 REF.Article

A DUAL CONVEX HOMOGENEOUS PROGRAMMING PROBLEM.SPILLERS WR.1977; J. FRANKLIN INST.; U.S.A.; DA. 1977; VOL. 303; NO 2; PP. 209-210; BIBL. 5 REF.Article

ON THE RELATIONSHIP BETWEEN BUCKLING AND OPTIMAL STRUCTURAL DESIGN. = RELATIONS ENTRE FLAMBAGE ET CONCEPTION OPTIMALE DES STRUCTURESSPILLERS WR.1975; J. FRANKLIN INST.; U.S.A.; DA. 1975; VOL. 299; NO 6; PP. 463-466; BIBL. 3 REF.Article

A NOTE ON THE DECOMPOSITION OF AN ABSOLUTE-VALUE LINEAR PROGRAMMING PROBLEMSPILLERS WR.1972; QUART. APPL. MATH.; U.S.A.; DA. 1972; VOL. 29; NO 4; PP. 541-544; BIBL. 2 REF.Serial Issue

SHAPE OPTIMIZATION: FINITE ELEMENT EXAMPLE = OPTIMISATION DES FORMES: EXEMPLE UTILISANT LA METHODE DES ELEMENTS FINISSPILLERS WR; SINGH S.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO ST10; PP. 2015-2025; BIBL. 14 REF.Article

SHAPE OPTIMIZATION: FINITE ELEMENT EXAMPLESPILLERS WR; SOHAN SINGH.1981; PROC. AM. SOC. CIV. ENG., J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO 10; PP. 2015-2025; BIBL. 14 REF.Article

REALIZABILITY OF FORCE AND DISPLACEMENT SYSTEMS = RESOLVABILITE DES SYSTEMES DE CHARGES ET DE DEFORMATIONSSPILLERS WR; LEFCOCHILOS E.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 8; PP. 1193-1202; BIBL. 5 REF.Article

GEOMETRIC OPTIMIZATION USING SIMPLE CODE REPRESENTATION = OPTIMISATION DE LA GEOMETRIE DES TREILLIS A L'AIDE D'UNE SIMPLE REPRESENTATION CODEESPILLERS WR; KOUNTOURIS GE.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 5; PP. 959-971; BIBL. 13 REF.Article

ITERATIVE DESIGN WITH DEFLECTION CONSTRAINTS. = CONCEPTION ITERATIVE AVEC DES CONTRAINTES DE DEVIATIONSPILLERS WR; FUNARO J.1975; INTERNATION. J. SOLIDS STRUCT.; G.B.; DA. 1975; VOL. 11; NO 7-8; PP. 793-802; BIBL. 9 REF.Article

CONVERGENCE IN ITERATIVE DESIGN. = CONVERGENCE EN CONCEPTION ITERATIVESPILLERS WR; AL BANNA S.1975; QUART. APPL. MATH.; U.S.A.; DA. 1975; VOL. 33; NO 2; PP. 160-164; BIBL. 6 REF.Article

A LOW-CYCLE TEST FOR PIPE-TYPE POWER TRANSMISSION CABLESSPILLERS WR; GREENWOOD AN; SPILIOTIS G et al.1979; J. TEST. EVAL.; ISSN 0090-3973; USA; DA. 1979; VOL. 7; NO 5; PP. 297-299; BIBL. 2 REF.Article

ANALYSIS OF FABRIC STRUCTURESSPILLERS WR; TESTA RB; STUBBS N et al.1978; J. FRANKLIN INST.; USA; DA. 1978; VOL. 306; NO 5; PP. 341-353; BIBL. 11 REF.Article

OPTIMIZATION WITH FREQUENCY CONSTRAINT = OPTIMISATION AVEC CONTRAINTE DE FREQUENCESPILLERS WR; SINGH S; LEVY R et al.1981; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1981; VOL. 107; NO ST12; PP. 2337-2347; BIBL. 9 REF.Article

SIMULATION OF A BURIED POWER TRANSMISSION SYSTEMSPILLERS WR; GREENWOOD AN; CHU H et al.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST8; PP. 1797-1805; BIBL. 7 REF.Article

MECHANICAL ANALYSIS OF PIPE-TYPE CABLE UNDER TMBGREENWOOD AN; LEVY R; SPILLERS WR et al.1982; IEEE TRANS. POWER APP. SYST.; ISSN 0018-9510; USA; DA. 1982; VOL. 101; NO 7; PP. 1843-1849; BIBL. 14 REF.Conference Paper