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SHEAR WALL ANALYSIS USING A GENERALIZED RITZ METHODHARRISON T; YEADON RE; SIDDALL JM et al.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 757-771; BIBL. 12 REF.Article

CALCUL DES CONTREVENTEMENTS DES BATIMENTS DE GRANDE HAUTEUR AVEC CARACTERISTIQUES EN ECHELONLIS Z.1977; ARCH. INZYNIER. LAD.; POLSKA; DA. 1977; VOL. 23; NO 4; PP. 527-534; ABS. RUSSE ANGL.; BIBL. 2 REF.Article

STRUCTURAL ANALYSIS OF WALL SYSTEMS.MACLEOD IA.1977; STRUCT. ENGR; G.B.; DA. 1977; VOL. 55; NO 11; PP. 487-495; BIBL. 50 REF.Article

SULLA PROGETTAZIONE DEI CONTROVENTI. = SUR LE PROJET DE CONTREVENTEMENTCRISTILLI C; JOSSA P.1977; COSTR. METAL.; ITAL.; DA. 1977; VOL. 29; NO 6; PP. 292-300; ABS. ANGL.; BIBL. 4 REF.Article

THE EFFECTS OF COLUMN OUT-OF-PLUMBS ON THE STABILITY OF CORE-BRACED BUILDINGS.BEAULIEU D; PERLYNN M; DUNBAR A et al.1976; CANAD. J. CIV. ENGNG; CANADA; DA. 1976; VOL. 3; NO 3; PP. 417-427; ABS. FR.; BIBL. 29 REF.Article

ELASTIC ANALYSIS OF FRAMED SHEAR WALLS BY ASSUMING THEIR INFILLED PANEL WALLS TO BE 45-DEGREE ORTHOTROPIC PLATES.TOMII M; HIRAISHI H.1976; MEM. FAC. ENGNG, KYUSHU UNIV.; JAP.; DA. 1976; VOL. 36; NO 1; PP. 21-99; BIBL. 5 REF.Article

GENERAL FRAME ELEMENT FOR SHEAR WALL ANALYSIS.MACLEOD IA; OPAISLEY COLL TECHNOL.1976; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1976-12; VOL. 61; PART. 2; PP. 785-790; BIBL. 5 REF.Article

STABILITE DE STRUCTURES ELEVEES TRIDIMENSIONNELLESVIMMR V.1977; STAVEB. CAS.; CESKOSL.; DA. 1977; VOL. 25; NO 2; PP. 142-158; ABS. RUSSE ANGL.; BIBL. 6 REF.Article

EXPERIMENTAL INVESTIGATION OF MICROCONCRETE MODELS OF SHEAR WALF BUILDINGS = RECHERCHE EXPERIMENTALE RELATIVE A DES MODELES REALISES EN MICROBETON DE MURS DE CONTREVENTEMENT D'IMMEUBLESHANSEN MR; RAMAKRISHNAN V.1978; INDIAN CONCR. J.; IND; DA. 1978; VOL. 52; NO 10; PP. 272-275; BIBL. 9 REF.Article

AN "ULTIMATE" APPROACH TO CUMULATIVE SEISMIC DAMAGE = UNE APPROCHE "ULTIME" AU DOMMAGE SISMIQUE CUMULATIFBARATTA A.1979; MECCANICA; ITA; DA. 1979; VOL. 14; NO 2; PP. 79-89; ABS. ITA; BIBL. 8 REF.Article

COMPONENT MODE ANALYSIS OF FRAMES WITH SHEAR WALLS.BARBER RB; BLOTTER PT.1976; COMPUTERS AND STRUCT.; G.B.; DA. 1976; VOL. 6; NO 4-5; PP. 397-403; BIBL. 14 REF.Article

A NEW STRUCTURAL MODEL FOR SHEAR WALLS ANALYSIS.UNGUREANU N.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 2; PP. 1277-1291; BIBL. 1 P.Conference Paper

SUR LA DISTRIBUTION DE LA CHARGE HORIZONTALE DANS DES BATIMENTS REUNISNUDEL'MAN EG.1978; STROITEL. MEKH. RASCHET SOORUZH.; SUN; DA. 1978; NO 6; PP. 59-62; BIBL. 5 REF.Article

SHEAR WALLS.1976; IN: METHODS STRUCT. ANAL. NATL. STRUCT. ENG. CONF. PROC.; MADISON, WIS.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 95-114; BIBL. 14 REF.Conference Paper

CALCUL DES SYSTEMES DE CONTREVENTEMENT SPATIAL DANS LES BATIMENTS DE GRANDES HAUTEURS PAR LA METHODE DES BANDES FINIESLIS Z.1976; ARCH. INZYNIER. LAD.; POLSKA; DA. 1976; VOL. 22; NO 3; PP. 389-404; ABS. RUSSE ANGL.; BIBL. 10 REF.Article

ANALOGOUS FRAMES FOR THE ANALYSIS OF TALL SHEAR WALL STRUCTURES = PORTIQUES ANALOGUES POUR L'ANALYSE DE MUR DE CONTREVENTEMENT DE GRANDE HAUTEURSMITH BS; GIRGIS AM; ABATE A et al.1981; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1981; VOL. 8; NO 2; PP. 179-185; ABS. FRE; BIBL. 2 REF.Article

NOSNOSC LAWY FUNDAMENTOWEJ Z KROTKA SCIANKA SZCZELINOWA = CAPACITE PORTANTE DE FONDATION EN BANDE AVEC MUR DE CONTREVENTEMENT COURTPULA O.1978; ARCH. HYDROTECH.; POL; DA. 1978; VOL. 25; NO 2; PP. 219-228; ABS. RUS/ENG; BIBL. 6 REF.Article

FRAME ANALYSIS OF SHEAR WALL CORES.MACLEOD IA; HOSNY HM.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 10; PP. 2037-2047; BIBL. 15 REF.Article

DUCTILE BEHAVIOR OF COUPLED SHEAR WALLS SUBJECTED TO REVERSED CYCLIC CLOADING.SANTHAKUMAR AR.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 501-512; BIBL. 9 REF.Conference Paper

FINITE ELEMENT METHOD APPLIED TO SPATIAL SHEAR-WALL SYSTEMS OF TALL BUILDINGS.BALAS J; NASCH L.1976; STAVEB. CAS.; CESKOSL.; DA. 1976; VOL. 24; NO 5; PP. 347-366; ABS. SLOVAQUE RUSSE; BIBL. 7 REF.Article

STRUCTURAL BONDING OF CCA-TREATED WOOD FOUNDATIONSVICK CB.1981; ADHES. AGE; ISSN 0001-821X; USA; DA. 1981; VOL. 24; NO 1; PP. 31-35; BIBL. 11 REF.Article

FREQUENCY ANALYSIS OF COUPLED SHEAR WALL ASSEMBLIES.CHEUNG YK; HUTTON SG; HASEMSET C et al.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 2; PP. 191-201; BIBL. 10 REF.Article

SEISMIC SPECTRAL RESPONSE ANALYSIS OF COUPLED SHEAR WALLS.TSO WK; RUTENBERG A.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 181-196; BIBL. 12 REF.Article

STRENGTH AND STIFFNESS OF CORRUGATED METAL SHEAR DIAPHRAGMS.EASLEY JT.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 169-180; BIBL. 16 REF.Article

CONFINED CONCRETE IN COMPRESSION ZONES OF STRUCTURAL WALLS DESIGNED TO RESIST LATERAL LOADS DUE TO EARTHQUAKES.KAAR PH; FIORATO AE; CARPENTER JE et al.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 2; PP. 1207-1218; BIBL. 10 REF.Conference Paper

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