STANDARDIZATION.1977; J. AMER. CONCR. INST.; U.S.A.; DA. 1977; VOL. 74; NO 7; PP. 300-301Article

COMMENTARY ON THE BASIC PHILOSOPHY AND RECENT DEVELOPMENT OF SAFETY MARGINS.KNOLL F.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 3; PP. 409-416; ABS. FR.; BIBL. 5 REF.Article

ORGANIZATION OF BUILDING STANDARDS: SYSTEMATIC TECHNIQUES FOR SCOPE AND ARRANGEMENT = ORGANISATION DES NORMES DE BATIMENT. TECHNIQUES SYSTEMATIQUES DE PORTEE ET D'AMENAGEMENTHARRIS JR; WRIGHT RN.1981; BUILD. SCI. SER., NATL. BUR. STAND.; ISSN 0083-1794; USA; DA. 1981; NO 136; 277 P.; BIBL. 141 REF.Serial Issue

OBSERVATIONS ON THE BEHAVIOR OF BUILDINGS IN THE ROMANIA EARTHQUAKE OF MARCH 4, 1977.FATTAL G; SIMIU E; CULVER C et al.1977; NATION. BUR. STAND., SPEC. PUBL.; U.S.A.; DA. 1977; NO 490; PP. (166P.); BIBL. 12 REF.Serial Issue

PROJECT MANAGEMENT: THE CASE FOR A CODE OF PRACTICE.SNOWDON M.1977; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1977-02; VOL. 62; PP. 43-50; BIBL. 9 REF.Article

SERVICEABILITY ANALYSIS FOR WIND LOADS ON BUILDINGS.O'ROURKE MJ; PARMELEE RA.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 699-757 (11P.)Conference Paper

BOND RESISTANCE OF DEFORMED REINFORCING BARS.JOHNSON D; RAMAMURTHY K.1976; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1976; VOL. 56; NO 5; PP. 193-199; BIBL. 14 REF.Article

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-71) IN DECISION LOGIC TABLE FORMAT.NOLAND JL; FENG CC; PYLE D et al.1976; J. AMER. CONCR. INST.; U.S.A.; DA. 1976; VOL. 73; NO 8; PP. 445-446; BIBL. 7 REF.Article

AN ALTERNATIVE TO APPROXIMATE ANALYSIS PROCEDURES OF ACI 318, SECTION 8.3.3 = UN ALTERNATIF AUX PROCEDES D'ANALYSE APPROXIMATIVE D'APRES LE CODE ACI 318 SECTION 8.3.3FURLONG RW; REZENDE C.sdAMERICAN SOCIETY OF CIVIL ENGINEERS. SPRING CONVENTION AND EXHIBIT/1978/PITTSBURGH PA; USA; DA. S.D.; PREPRINT 3262; 24 P.; BIBL. 5 REF.Conference Paper

HOW BUILDING CODES AFFECT WOOD MARKETSBROWN DH.1979; FOREST PROD. J.; USA; DA. 1979; VOL. 29; NO 1; PP. 14-15Article

IMPACT OF BUILDING REGULATIONS ON REHABILITATION - STATUS AND TECHNICAL NEEDSGROSS JG; PIELERT JH; COOKE PW et al.1979; NATION BUR. STAND., TECH. NOTE; USA; DA. 1979; NO 998; 49 P.; BIBL. 27 REF.Serial Issue

SEISMIC DESIGN REQUIREMENTS IN A MEXICAN 1976 CODEROSENBLUETH E.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; GBR; DA. 1978; VOL. 7; NO 1; PP. 49-61; BIBL. 19 REF.Article

LE CONTROLE DE LA QUALITE: CODES, NORMES ET DEVIS.POULIN JL.1978; I.F.; CANADA; DA. 1978; VOL. 9; NO 1; PP. 9-14; ABS. FR.Article

ESTIMATION OF ALONGWIND BUILDING RESPONSE.SIMIU E; MARSHALL RD; HABER S et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 7; PP. 1325-1338; BIBL. 27 REF.Article

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

NEW INDEX OF RELIABILITY = NOUVEL INDICE DE FIABILITEVENEZIANO D.1979; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG, MECH. DIV.; USA; DA. 1979; VOL. 105; NO 2; PP. 277-296; BIBL. 27 REF.Article

THE PREDICTION OF CRACK WIDTHS IN HARDENED CONCRETE = PREVISION DES LARGEURS DE FISSURES DANS LE BETON DURCIBEEBY AW.1979; STRUCT. ENGR., A; GBR; DA. 1979; VOL. 57; NO 1; PP. 9-17; BIBL. 20 REF.Article

LATERAL LOAD EQUIVALENT FRAME.ALLEN F; DARVALL P.1977; J. AMER. CONCR. INST.; U.S.A.; DA. 1977; VOL. 74; NO 7; PP. 294-299; BIBL. 15 REF.Article

REGULATING ENERGY CONSERVATION IN EXISTING BUILDINGS: THE MASSACHUSETTS LIGHTING POWER CODE PROJECT = REGLEMENTATION DE LA CONSERVATION DE L'ENERGIE DANS LES BATIMENTS EXISTANTS: PROJET DE CODE POUR LA PUISSANCE D'ECLAIRAGE DANS LE MASSACHUSETTSSHERIDAN RJ.1980; ENERGY RESOURCES AND CONSERVATION RELATED TO BUILD ENVIRONMENT. INTERNATIONAL CONFERENCE ON ENERGY RESOURCES AND CONSERVATION RELATED TO BUILT ENVIRONMENT/1980/MIAMI BEACH FL; USA/GBR/FRA; NEW YORK; OXFORD; PARIS: PERGAMON PRESS; DA. 1980; PP. 369-382Conference Paper

PARTIAL PRESTRESSING OF CONCRETE STRUCTURES = PRECONTRAINTE PARTIELLE DES STRUCTURES EN BETONBACHMANN H.1979; I.A.B.S.E. SURV.; CHE; DA. 1979; NO 11; 20 P.; ABS. FRE/GER; BIBL. 13 REF.Serial Issue

DESIGN METHODS FOR REDUCING THE RISK OF PROGRESSIVE COLLAPSE IN BUILDING.LEYENDECKER EV; ELLINGWOOD BR.1977; NATION BUR. STAND., BUILDG SCI.; U.S.A.; DA. 1977; NO 98; PP. 1-61Serial Issue

COMPARAISON DES METHODES DE CALCUL DE LA REPONSE SISMIQUE D'UNE CONSTRUCTION.DREYER W; MCGHIE RD; DHARMARAJAN S et al.1977; ASS. DEVELOP. SCI. TECH. ENVIRONNEMENT, BULL. LIAISON; FR.; DA. 1977; NO 36; PP. 5-15; BIBL. 10 REF.Article

INVESTIGATION OF WIND DAMAGE IN THE METROPOLITAN WASHINGTON, D.C. AREA, APRIL 3-4, 1975.YOKEL FY; YANCEY CW; CATTANEO LE et al.1976; NATION. BUR. STAND., TECH. NOTE; U.S.A.; DA. 1976; NO 909; PP. (64P.); BIBL. 1 REF.Serial Issue

THE STRUCTURE OF BUILDING SPECIFICATIONS.FENVES SJ; RANKIN K; TEJUJA HK et al.1976; NATION. BUR. STAND., BUILDG SCI.; U.S.A.; DA. 1976; NO 90; PP. (81P.); BIBL. 1 P. 1/2Serial Issue

TOWARD IMPROVED STRUCTURAL DESIGN INSTRUCTION = VERS DES INSTRUCTIONS AMELIOREES POUR LE CALCUL DES STRUCTURESGUTKOWSKI RM.1983; STRUCTURAL ENGINEERING PRACTICE; ISSN 512494; USA; DA. 1983; VOL. 2; NO 1; PP. 31-43Article