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DEFLECTION PERFORMANCE CRITERIA FOR FLOORSCRIST RA; SHAVER JR.1976; NATION. BUR. STAND., TECH. NOTE; U.S.A.; DA. 1976; NO 900; PP. (28P.); BIBL. 1P.1/2Serial Issue

TENDANCES FONDAMENTALES DANS LE DEVELOPPEMENT ET LE PROBLEME DE LA DYNAMIQUE DES FONDATIONSERMOLAEV NN; PROKUDIN IV.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; VOL. 19; NO 1; PP. 3-20; BIBL. 4P.1/2Article

SIMPLIFIED DYNAMIC DESIGN OF ARCHES FOR EARTHQUAKE MOTIONSARYA AS; THAKKAR SK.1975; J. INSTIT. ENGRS (INDIA), CIV. ENGNG DIV.; INDIA; DA. 1975; VOL. 55; NO 5-6; PP. 179-185; BIBL. 8REF.Article

NOMOGRAMME DE CALCUL DU COEFFICIENT DYNAMIQUE DE PONTPODRASKY Z.1974; INZ. STAVBY; CESKOSL.; DA. 1974; VOL. 22; NO 10; PP. 499-500Article

DYNAMIC PROPERTIES OF ASYMMETRIC WALL-FRAME STRUCTURES.RUTENBERG A; TSO WK; HEIDEBRECHT AC et al.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 1; PP. 41-51; BIBL. 8 REF.Article

STRUCTURAL DAMAGE DETECTION BY MEASUREMENT OF DYNAMIC RESPONSE.VANDIVER JK.1977; IN: SHIP TECHNOL. RES. SYMP. 2. PROC.; SAN FRANCISCO, CALIF.; 1977; NEW YORK; SOC. NAV. ARCHIT. MAR. ENG.; DA. 1977; PP. 173-181; BIBL. 12 REF.Conference Paper

FULL SCALE MEASUREMENTS OF THE DYNAMIC RESPONSE OF TOWER SHAPED STRUCTURES.RUSCHEWEYH H; HIRSCH G.1977; IN: INT. CONF. WIND EFFECTS ON BUILD. AND STRUCT. 4. PROC.; HEATHROW; 1975; CAMBRIDGE; CAMBRIDGE UNIV. PRESS; DA. 1977; PP. 133-164 (24P.); BIBL. DISSEM.Conference Paper

SEISMIC INTERACTION OF STRUCTURES ON HYSTERETIC FOUNDATIONSVELETSOS AS; DAMODARAN NAIR VV.1975; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 1; PP. 109-129; BIBL. 16 REF.Article

NORMAL MODE APPROACH FOR SHIP STRENGTH EXPERIMENTS, A PROPOSALWERELDSMA R.1974; DELFT PROGR. REP., C; NETHERL.; DA. 1974; VOL. 1; NO 2; PP. 37-46; BIBL. 9 REF.Article

SHIP STRENGTH AS A PROBLEM OF STRUCTURAL DYNAMICS = LA RESISTANCE D'UN NAVIRE CONSIDEREE COMME UN PROBLEME DE DYNAMIQUE DE CONSTRUCTIONBISHOP RED; PRICE WG.1975; NAV. ARCHITECT; G.B.; DA. 1975; NO 2; PP. 61-63; BIBL. 12 REF.Article

INDICIAL AERODYNAMIC FUNCTIONS FOR BRIDGE DECKSSCANLAN RH; BELIVEAU JG; BUDLONG KS et al.1974; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1974; VOL. 100; NO 4; PP. 657-672; BIBL. 1 P. 1/2Article

SIMULATION OF DYNAMIC ENVIRONMENTS FOR DESIGN VERIFICATIONAGBABIAN MS.1980; NUCL. ENG. DES.; ISSN 0029-5493; NLD; DA. 1980; VOL. 59; NO 1; PP. 127-141; BIBL. 13 REF.Article

DYNAMIC RESPONSE OF MORROW POINT DAM.STEPHEN RM; BOUWKAMP JC.1977; IN: ADV. CIV. ENG. THROUGH ENG. MECH. ANNU. SPEECH CONF. 2. PROC.; RALEIGH, N.C.; 1977; NEW YORK; AMER. SOC. CIV. ENG.; DA. 1977; PP. 302-305; BIBL. 4 REF.Conference Paper

COMPORTEMENT DYNAMIQUE DE PYLONES ANCRESFISCHER O; NAPRSTEK J.1977; INZ. STAVBY; CESKOSL.; DA. 1977; VOL. 25; NO 2; PP. 78-80; BIBL. 11 REF.Article

RESISTANCE DYNAMIQUE ET DUREE DE VIE DES ELEMENTS A BARRES DE STRUCTURES A TRAVEESINDEJKIN AV.1977; TRANSP. STROITEL.; S.S.S.R.; DA. 1977; NO 2; PP. 45-46; BIBL. 4 REF.Article

MODAL ANALYSIS AND SEISMIC DESIGN OF TALL BUILDING FRAMES.PARAMASIVAM P; NASIM S; LEE SL et al.1976; IN: INT. SYMP. EARTHQUAKE STRUCT. ENG. PROC.; ST. LOUIS, MO.; 1976; ROLLA, MO.; UNIV. MISSOURI-ROLLA; DA. 1976; VOL. 1; PP. 73-82; BIBL. 5 REF.Conference Paper

ON THE DYNAMICS OF BRIDGED STRUCTURES. = DYNAMIQUE DES STRUCTURES ENTRETOISEESSOFRONIE R.1976; REV. ROUMAINE SCI. TECH., MEC. APPL.; ROUMAN.; DA. 1976; VOL. 21; NO 3; PP. 389-404; BIBL. 7 REF.Article

SEISMIC BEHAVIOR OF K-BRACED FRAMING SYSTEMS = COMPORTEMENT SISMIQUE DES SYSTEMES DE CHARPENTE ENTRETOISES EN KANDERSON JC.1975; PROC AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 10; PP. 2147-2159; BIBL. 8REF.Article

REDUCTION OF MODELS OF LARGE SCALE LUMPED STRUCTURES USING NORMAL AND BOND GRAPHS.MARGOLIS DL; YOUNG GE.1977; J. FRANKLIN INST.; U.S.A.; DA. 1977; VOL. 304; NO 1; PP. 65-79; BIBL. 6 REF.Article

INTRODUZIONE ALLA INGEGNERIA ANTISISMICA. = INTRODUCTION A L'INGENIERIE ANTISISMIQUEGAVARINI C.1977; INDUSTR. ITAL. CEMENTO; ITAL.; DA. 1977; VOL. 47; NO 10; PP. 2-12Article

RESPONSE OF STRUCTURES TO EARTHQUAKES.1976; IN: METHODS STRUCT. ANAL. NATL. STRUCT. ENG. CONF. PROC.; MADISON, WIS.; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; VOL. 1; PP. 387-418; BIBL. DISSEM.Conference Paper

SHORT DURATION ANALYTIC EARTHQUAKE.JOHNSON GR; EPSTEIN HI.1976; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 5; PP. 993-1001; BIBL. 12 REF.Article

STATICS AND DYNAMICS OF CABLE TRUSSESIRVINE HM.1975; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1975; VOL. 101; NO 4; PP. 429-446; BIBL. 12 REF.Article

DYNAMIQUE NON LINEAIRE DES COUVERTURES SUSPENDUES EN TANT QUE SYSTEME A N DEGRES DE LIBERTEPOKROVSKIJ LN.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 12; PP. 55-60; BIBL. 6 REF.Article

DER 300 M HOHE FERNSEHTURM IN BOMBAY = LA TOUR DE TELEVISION DE 300 M DE HAUTEUR A BOMBAYJOHN R.1974; OSTERR. INGR-Z.; OSTERR.; DA. 1974; VOL. 17; NO 8; PP. 266-272; BIBL. 7 REF.Article

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