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Caesar II rebornHESHMATI, Amir.World pipelines. 2004, Vol 4, Num 3, pp 51-52, issn 1472-7390, 2 p.Article

RACKING TESTS OF HIGH- RISE BUILDING PARTITIONS.FREEMAN SA.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 1673-1685; BIBL. 11 REF.Article

Time periods of overhead water tanks = Périodes temporelles des châteaux d'eauJAIN, A. K; MALLESHA, M.Bulletin of the Indian Society of Earthquake Technology. 1990, Vol 27, Num 3, pp 47-57, issn 0019-6371, 11 p.Article

Seismic demand in medium- and long-period structures = Exigences sismiques pour des structures conçues pour le moyen terme et le long termeFAJFAR, P; VIDIC, T; FISCHINGER, M et al.Earthquake engineering & structural dynamics. 1989, Vol 18, Num 8, pp 1133-1144, issn 0098-8847, 12 p.Article

Seismic resistance of short columns and coupling beams reinforced with inclined bars = La résistance au séisme des poteaux courts et des poutres de couplage armées avec des barres inclinéesTEGOS, I. A; PENELIS, G. Gr.ACI structural journal. 1988, Vol 85, Num 1, pp 82-88, issn 0889-3241Article

Les haubans et la stabilisation provisoire des fléaux. Une histoire parasismique = The star cables and temporarr stabilisation of the cantilever deck sections. A story of earthquake resistanceBoutillon, L; Gibert, O; Guggemos, P et al.Travaux (Paris). 2004, Num 809, pp 71-77, issn 0041-1906, 7 p.Article

Arquitectura sismo-resistente: respuesta morfologica = Earthquake-resistant architecture: morphological response = Architecture parasismique: réponse morphologiqueGIULIANI, H; RODRIGUEZ, V; YACANTE, M.I et al.Informes de la construcción. 1994, Vol 46, Num 434, pp 69-75, issn 0020-0883Article

Coefficient de comportement d'une structure simple soumise à un séisme en fonction de sa souplesse = Behaviour coefficient of a simple structure subjected to an earthquake as a function of flexibilityBosser, Vincent; Labbé, P.1992, 66 p.Report

Seismic response of torsionally coupled base isolated structures = Réponse sismique de structures isolées à la base et couplées en torsionTSO-CHIEN PAN; KELLY, J. M.Earthquake engineering & structural dynamics. 1983, Vol 11, Num 6, pp 749-770, issn 0098-8847Article

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A THEORY OF THE GREATEST MAXIMUM RESPONSE OF LINEAR STRUCTURES.YOUSSEF NAN; POPPLEWELL N.1978; J. SOUND VIBR.; G.B.; DA. 1978; VOL. 56; NO 1; PP. 21-33; BIBL. 21 REF.Article

CONSIDERATIONS SUR LE COMPORTEMENT SISMIQUE D'ELEMENTS DE PORTIQUE PRECONTRAINTNEGOITA A; IASI IP; DUMITRAS M et al.1974; BUL. STI. INST. POLITEH. CLUJ; ROMAN.; DA. 1974; NO 17; PP. 37-38; ABS. ANGL.; BIBL. 2 REF.Article

BIAXAL SLIP OF A MASS ON A FOUNDATION SUBJECTED TO EARTHQUAKE MOTIONS.CRANDALL SH; LEE SS.1976; INGR-ARCH.; DTSCH; DA. 1976; VOL. 45; NO 5-6; PP. 361-370; ABS. ALLEM.; BIBL. 9 REF.Article

A PROPOSAL FOR THE COMPATIBILITY OF STATIC AND DYNAMIC SEISMIC BASE SHEAR PROVISIONS OF THE NATIONAL BUILDING CODE = PROPOSITION POUR LA COMPATIBILITE DE DISPOSITIONS PRISES CONTRE LE CISAILLEMENT PROVOQUE PAR UN SEISME STATIQUE ET DYNAMIQUE, PROPOSITION DU CODE DE CONSTRUCTION NATIONAL AU CANADATSO WK.1982; CAN. J. CIV. ENG.; ISSN 0315-1468; CAN; DA. 1982; VOL. 9; NO 2; PP. 308-312; BIBL. 6 REF.Article

EARTHQUAKE-INDUCED IN-BUILDING MOTION CRITERIA.SHIH CHI LIU; FAGEL LW; DOUGHERTY MR et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 133-152; BIBL. 14 REF.Article

Optimised construction technology for modern coal-fired power stationsLEONHARDT, K; RITTERBACH, E; HENNEN, H et al.VGB powertech. 2003, Vol 83, Num 11, issn 1435-3199, 6, 7, 74-80 [9 p.]Article

Proportioning of earthquake - resistant RC building structures = Dimensionnement des structures parasismiques en béton armé pour les bâtimentsBROWNING, J.P.Journal of structural engineering (New York, NY). 2001, Vol 127, Num 2, pp 145-151, issn 0733-9445Article

Stahlbetonstüzten unter Erdbebenuirkung Kechselnder Richtungen. Simulation des Querschnittverhaltens und der Schädigungsakkumulation, 2 (1 : 9/1997) = Reinforced concrete columns under earthquake action in changing directions : simulation of the cross-sectional behaviour and of damage accumulation, 2 = Poteaux en béton armé sous l'action du séisme selon directions changeantes : simulation du comportement des sections et de l'accumulation de l'endommagement, 2PARCHE, S.Beton- und Stahlbetonbau. 1997, Vol 92, Num 10, pp 273-276, issn 0005-9900Article

Hysteretic behavior characterization of friction-damped braced frames = Caractéristiques hystérétiques des portiques contreventés amortis par frottementCOLAJANNI, P; PAPIA, M.Journal of structural engineering (New York, NY). 1997, Vol 123, Num 8, pp 1020-1028, issn 0733-9445Article

Simple method of evaluating the failure probability of a structure considering the skewness of distributionUGATA, T; MORIYAMA, K.Nuclear engineering and design. 1996, Vol 160, Num 3, pp 307-319, issn 0029-5493Conference Paper

Earthquake-resistant design of shearwalls with one openingKATO, D; KABEYASAWA, T; OTANI, S et al.ACI structural journal. 1995, Vol 92, Num 4, pp 495-500, issn 0889-3241Article

Numerical technique for dynamic analysis of structures with friction devicesDIMOVA, S; MESKOURIS, K; KRÄTZIG, W. B et al.Earthquake engineering & structural dynamics. 1995, Vol 24, Num 6, pp 881-898, issn 0098-8847Article

Torsional coupling in sliding base isolated structures = Couple de torsion s'exerçant sur des structures dont la base est isolée par un système d'appuis glissantsNAGARAJAIAH, S; REINHORN, A. M; MICHALAKIS, C. C et al.Journal of structural engineering (New York, NY). 1993, Vol 119, Num 1, pp 130-149, issn 0733-9445Article

TsTKTI dampers offer effective earthquake- and vibration-protection for equipment and pipingKOSTAREV, V. V; PAVLOV, D. YU.Soviet journal of heavy machinery. 1992, Num 7, pp 28-31, issn 1052-6196Article