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ON GENERAL SOLUTION OF MULTISTORY BUILDINGS WITH MANY SHEARY-WALKSTERZIBASOGLU A.1975; ISTANBUL TEK. UNIV. BUL.; TURK.; DA. 1975; VOL. 28; NO 1; PP. 63-70; ABS. TURC; BIBL. 2REF.Article

VIBRATIONS OF COUPLED SHEAR WALLS ON FRAMED SUPPORTS = VIBRATIONS DE MURS DE CONTREVENTEMENT COUPLES SUR DES SUPPORTS D'OSSATUREMUKHERJEE PR; COULL A.1975; INSTIT. CIV. ENGRS; G.B.; DA. 1975; VOL. 59; NO 2; PP. 469-485; BIBL. 2REF.Article

LE CONTREVENTEMENT DES IMMEUBLES MULTI-ETAGES A OSSATURE METALLIQUEBOLOCAN AG.1976; ACIER STAHL STEEL; FR.; DA. 1976; VOL. 41; NO 1; PP. 26-33; BIBL. 6 REF.Article

CONTRIBUTION A L'AUTOMATISATION DE L'ANALYSE STATIQUE DE MURS DE CONTREVENTEMENT DE BATIMENT, CONTENANT DES OUVERTURESMIKLER J.1976; INZ. STAVBY; CESKOSL.; DA. 1976; VOL. 24; NO 2; PP. 66-76; ABS. RUSSE ALLEM. ANGL.; BIBL. 18 REF.Article

DESIGN CURVES FOR COUPLED SHEAR WALLS ON FLEXIBLE BASESCOULL A; CHANTAKSINOPAS B.1974; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1974; VOL. 57; NO 2; PP. 595-618; BIBL. 4 REF.Article

INTERACTION OF A SHEAR WALL WITH THE SOIL FOR INCIDENT PLANE SH WAVES: ELLIPTICAL RIGID FOUNDATIONWONG HL; TRIFUNAC MD.1974; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1974; VOL. 64; NO NO 6; PP. 1825-1842; BIBL. 10 REF.Article

ANALISI DELLE PARETI FORATE DI IRRIGIDIMENTO CON IL METODO DEGLI ELEMENTI FINITI. III = ANALYSE DES MURS DE CONTREVENTEMENT AVEC OUVERTURES PAR LA METHODE DES ELEMENTS FINIS. III.MENDITTO G; DONIDA G; RUSCONI CLERICI R et al.1974; PREFABBRICAZIONE; ITAL.; DA. 1974; NO 6; PP. 209-226Article

BERECHNUNG DER RAEUMLICHEN STEIFIGKEIT VON 5- BIS 11 GESCHOSSIGEN WOHNBAUTEN UNTER HORIZONTALBELASTUNG = CALCUL DE LA RIGIDITE TRIDIMENSIONNELLE DES MAISONS D'HABITATION DE 5 A 11 ETAGES SOUS UNE CHARGE HORIZONTALESCHMIDT W.1975; WISSENSCH. Z. HOCHSCH. ARCHIT. BAUWES. WEIMAR; DTSCH.; DA. 1975; VOL. 22; NO 4; PP. 397-403; BIBL. 3REF.Article

THE EFFECT OF TORSION ON MULTI-STOREY STRUCTURESKESKIN O; DAVIES SR.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 127-137; BIBL. 9REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

INFLUENCE DU RETRAIT SUR LE COMPORTEMENT DES MURS DE CONTREVENTEMENT EN BETON DES IMMEUBLES DE GRANDE HAUTEURGRUNER I; ROTARU G; FRUNZA R et al.1975; BUL. STI. TEH. INST. POLITEH. TRAIAN VUIA TIMISOARA, MAT., FIZ. MEC. TEOR. APL.; ROMAN.; DA. 1975; VOL. 20; NO 1; PP. 83-85; ABS. ANGL.; BIBL. 2REF.Article

APPROXIMATE NATURAL FREQUENCIES FOR COUPLED SHEAR WALLSRUTENBERG A.1975; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1975; VOL. 4; NO 1; PP. 95-100; BIBL. 14 REF.Article

AN APPROXIMATE SEISMIC ANALYSIS OF COUPLED SHEAR WALLS = ANALYSE SISMIQUE APPROXIMATIVE DE PAROIS DE CISAILLEMENT COUPLEESTSO WK; BISWAS JK.1972; BUILDG SCI.; G.B.; DA. 1972; VOL. 7; NO 4; PP. 249-256; ABS. FR. ALLEM.; BIBL. 14 REF.Serial Issue

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

NON-UNIFORM SHEAR WALL-FRAME SYSTEMS WITH ELASTIC FOUNDATIONSARVIDSSON K.1975; INSTIT. CIV. ENGRS, PROC.; G.B.; DA. 1975; VOL. 59; NO 2; PP. 139-148; BIBL. 9 REF.Article

EFFECT OF NORMAL FRAMES ON SHEAR WALLSCHAN PCK; TSO WK; HEIDEBRECHT AC et al.1974; BUILDG SCI.; G.B.; DA. 1974; VOL. 9; NO 3; PP. 197-209; ABS. FR. ALLEM.; BIBL. 7 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

ANALISI DELLE MARETI FORATE DI IRRIGIDIMENTO CON IL METODO DEGLI ELEMENTI FINITI. I = ANALYSE DE LA RIGIDITE DES MURS DE CONTREVENTEMENT AVEC OUVERTURES. LA METHODE DES ELEMENTS FINIS. IMENDITTO G; DONIDA G; RISCONI CLERICI I et al.1974; PREFABBRICAZIONE; ITAL.; DA. 1974; VOL. 10; NO 4; PP. 139-149Article

LA CONTROVENTATURA DELLE STRUTTURE PREFABBRICATE. I = LE CONTREVENTEMENT DES STRUCTURES PREFABRIQUEES. ICATANIA M.1974; PREFABBRICAZIONE; ITAL.; DA. 1974; NO NO 9; PP. 347-364Article

THE DISTRIBUTION OF VERTICAL LOAD IN SHEAR WALL BUILDINGSMACLEOD IA; HOSNY H.1976; STRUCT. ENGR; G.B.; DA. 1976; VOL. 54; NO 2; PP. 67-71; BIBL. 6REF.Article

ENGINEERED MANSORY COMPUTER PROGRAMCUTLER JF.1975; PROC. BRIT. CERAM. SOC.; G.B.; DA. 1975; NO 24; PP. 223-231; BIBL. 1REF.; (LOAD-BEAR. BRICKWORK. V. PROC. MEET.; LONDON; 1974)Conference Paper

OPTIMUM BELT TRUSS LOCATIONS FOR HIGH-RISE STRUCTURESTARANATH BS.1975; STRUCT. ENGR.; G.B.; DA. 1975; VOL. 53; NO 8; PP. 345-347Article

LA CONTROVENTATURA DELLE STRUTTURE PREFABBRICATE. II = LE CONTREVENTEMENT DES ELEMENTS PREFABRIQUESCATANIA M.1974; PREFABBRICAZIONE; ITAL.; DA. 1974; VOL. 10; NO 10; PP. 369-377Article

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

PIERCED SHEAR WALLS OF STEPWISE VARIABLE THICKNESSCOULL A.1974; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 5; PP. 1157-1161; BIBL. 4 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

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