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GRADE 80 REINFORCING BARS AND ACI318-71RICE PF; GUSTAFSON DP.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 4; PP. 199-206Article

METRICATION PROBLEMS IN THE CONSTRUCTION CODES AND STANDARDS SECTORMAFAFFEY CT.1976; NATION. BUR. STAND., TECH. NOTE; U.S.A.; DA. 1976; NO 915; PP. 1-21Serial Issue

GRAENSLOES NORM = CODES SANS AUCUNES LIMITESHOLMBERG A.1974; NORD. BETONG; SVERIGE; DA. 1974; NO 4; PP. 20-21Article

PRACTICAL APPROACH CODE CALIBRATIONSIU WWC; PARIMI SR; LIND NC et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1469-1480; BIBL. 11REF.Article

A TECHNICAL REVIEW OF THE NICARAGUAN BUILDING REGULATORY SYSTEMWRIGHT RN; LAMANA A.1975; NATION. BUR. STAND., TECH. NOTE; U.S.A.; DA. 1975; NO 885; PP. (83P.); BIBL. DISSEM.Serial Issue

FLOOD PROFING REGULATIONS FOR BUILDING CODESLARDIERI AC.1975; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 9; PP. 1155-1169; BIBL. 12 REF.Article

OPERATION BREAKTHROUGH ET L'INNOVATION DES MATERIAUX. LE POINT DE VUE D'UN FABRICANTSTEWART JK.1975; INDUSTRIALIS. FORUM; CANADA; DA. 1975; VOL. 6; NO 1; PP. 35-42Article

EVALUATION D'OPERATION BREAKTHROUGH. UNE APPLICATION DES CRITERES DE PERFORMANCEYOKEL FY.1975; INDUSTRIALIS. FORUM; CANADA; DA. 1975; VOL. 6; NO 1; PP. 27-34; BIBL. 4REF.Article

A CRITICAL REVIEW OF THE SEISMIC DESIGN PROVISIONS FOR DUCTILE SHEAR WALLS OF THE CANADIAN CODE AND COMMENTARYPAULAY T; UZUMERI SM.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 592-601; ABS. FR.; BIBL. 12 REF.Article

7TH. ANNUAL CONFERENCE OF THE NATIONAL CONFERENCE OF STATES ON BUILDING CODES AND STANDARDS; AUSTIN, TEX.; 19741975; NATION. BUR. STAND., SPEC. PUBL.; U.S.A.; DA. 1975; NO 429; PP. (128P.)Conference Paper

FIBRE REINFORCED CONCRETE IN PURE TORSION AND IN COMBINED BENDING AND TORSION = BETON ARME DE FIBRE SOUMIS A LA TORSION PURE ET A LA TORSION COMPOSEE (FLEXION)NARAYANAN R; TOORANI GOLOOSALAR Z.1979; INSTIT. CIV. ENGRS, PROC.; GBR; DA. 1979-12; NO 67; PP. 987-1001; BIBL. 14 REF.Article

PROGRESSIVE COLLAPSETAYLOR DA.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 517-529; ABS. FR.; BIBL. 37 REF.Serial Issue

CONFRONTO DI CARICHI DI ROTTURA EFFETTIVI E CARICHI AMMISSIBILI PER PILASTRI SNELLI IN C.A. = COMPARAISON ENTRE CHARGES DE RUPTURE EFFECTIVES ET CHARGES ADMISSIBLES POUR POTEAUX ELANCES EN BETON ARMESILVERJ DG; MENEGOTTO M; PINTO PE et al.1975; G. GENIO CIV.; ITAL.; DA. 1975; VOL. 113; NO 10-12; PP. 371-384; ABS. FR. ANGL. ALLEM.; BIBL. 9REF.Article

MODEL DOCUMENTS FOR THE EVALUATION, APPROVAL, AND INSPECTION OF MANUFACTURED BUILDINGSCOOKE PW; DIKKERS RD; TRECHSEL HR et al.1976; NATION. BUR. STAND., BUILDG SCI.; U.S.A.; DA. 1976; NO 87; PP. (318 P.); BIBL. DISSEM.Article

DYNAMIC EVALUATION OF OVERTURNING MOMENT REDUCTION FACTOR USED IN STATIC SEISMIC LOADINGHEIDEBRECHT AC.1975; CANAD. J. CIV. ENGNG; CANADA; DA. 1975; VOL. 2; NO 4; PP. 447-453; ABS. FR.; BIBL. 7 REF.Article

LEGAL ASPECTS OF OPEN CUT CONSTRUCTIONCANTOR L; RUBIN RA; GOLDBERG EH et al.1975; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 923-934; BIBL. 2P.1/2Article

STATISTICAL BEHAVIOR OF TESTING PLANS FOR CONCRETE = COMPORTEMENT STATISTIQUE DES PROGRAMMES D'ESSAIS DU BETONSNELL LM; RUTLEDGE RB.1982; CONCR. INT. DES. CONSTR.; ISSN 0162-4075; USA; DA. 1982; VOL. 4; NO 2; PP. 36-40; BIBL. 5 REF.Article

GUIDELINES FOR ANALYZING COLUMN SLENDERNESS BY A RATIONAL ANALYSIS OF AN ELASTIC FRAMEFURLONG RW.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 3; PP. 138-140; BIBL. 4REF.Article

GUIDANCE FOR LOAD TESTS OF BUILDINGSFITZSIMONS N; LONGINOW A.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 7; PP. 1367-1380; BIBL. 13REF.Article

INCORPORATING HAZARD EVALUATIONS INTO BUILDING CODE REQUIREMENTS = INTRODUCTION AUX ESTIMATIONS DES CATASTROPHES NATURELLES DANS LA LEGISLATION DU BATIMENTSHARPE ROLAND L; HAYS WALTER W ED.1981; OPEN-FILE REP. (U. S. GEOL. SURV. 1978); ISSN 0196-1497; USA; DA. 1981; NO 81-0437; PP. 223-236; BIBL. 19 REF.; 1 TAB. ; ILL.Conference Paper

PROPOSED ADDITION TO PROPOSED ACI STANDARD. CODE REQUIREMENTS FOR NUCLEAR SAFETY RELATED CONCRETE STRUCTURES1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 1; PP. 54-55Article

PROPOSED REVISIONS TO: BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-71)1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 1; PP. 15-25Article

WHAT IS NEEDED TO SIGNIFICANTLY ADVANCE THE STATE-OF-THE-ART IN EARTHQUAKE-RESISTANT DESIGN = CE QUI MANQUE POUR FAIRE PROGRESSER DE FACON SIGNIFICATIVE LA SITUATION EN MATIERE DE CONCEPTION DE BATIMENTS POUVANT RESISTER AUX SEISMESBLUME JOHN A; HAYS WALTER W ED.1981; OPEN-FILE REP. (U. S. GEOL. SURV. 1978); ISSN 0196-1497; USA; DA. 1981; NO 81-0437; PP. 11-22; BIBL. 10 REF.Conference Paper

Simple Distance-Preserving Mappings From Ternary Vectors to PermutationsLIN, Te-Tsung; TSAI, Shi-Chun; WU, Hsin-Lung et al.IEEE transactions on information theory. 2008, Vol 54, Num 7, pp 3251-3256, issn 0018-9448, 6 p.Article

On construction of the (24, 12, 8) golay codesPENG, Xiao-Hong; FARRELL, Paddy G.IEEE transactions on information theory. 2006, Vol 52, Num 8, pp 3669-3675, issn 0018-9448, 7 p.Article

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