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

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 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

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

Reduction and distribution of lateral seismic inertia forces on base isolated multistorey structures = Réduction et distribution des forces latérales d'inertie sismique sur structures élévées à base isoléeANDRIONO, T; CARR, A. J.Bulletin of the New Zealand National Society for Earthquake Engineering. 1991, Vol 24, Num 3, pp 225-237, issn 0110-0718Article

Seismic response of simple structures using spring-assisted sliding slabs with Coulomb damping = Réponse sismique de structures simples, en utilisant des dalles glissantes avec ressorts et amortissement de CoulombSINGH, M. P; MALUSHTE, S. R.Earthquake engineering & structural dynamics. 1990, Vol 19, Num 2, pp 189-203, issn 0098-8847Article

Earthquate resistant interior details = Détails parasismiques intérieursPENCE ELMICH, P.Progressive Architecture. 1990, Vol 71, Num 9, pp 55-56, issn 0033-0752, 2 p.Article

Simplified method for the seismic qualification using measured modal dataSINHA, Jyoti K.Nuclear engineering and design. 2003, Vol 224, Num 2, pp 125-129, issn 0029-5493, 5 p.Article

Der Messeturm in Basel = The Trade Tower in Basel = La Tour du Commerce à BâlePUSKAS, T.Der Stahlbau. 2002, Vol 71, Num 8, pp 619-624, issn 0038-9145, 6 p.Article

Development and applications of structural control systems. Actice-passive composite tuned mass damper = Entwicklung und Anwendung von Tragwerkskontrollsystemen. Aktiv-passive Schwingungstilger = Développement et applications de systèmes de contrôle de structures. Amortisseur mixte actif-passifSAKAMOTO, M; KOSHIKA, N; KOBORI, T et al.Der Stahlbau. 2000, Vol 69, Num 6, pp 455-463, issn 0038-9145Article

Concept of an earthquake-proof hut for Mexico (and other countries)THOMPSON, W. H.Renewable energy. 1995, Vol 6, Num 8, pp 977-981, issn 0960-1481Article

Optimal hybrid control of structures under earthquake excitation = Contrôle optimal hybride de structures sous excitation sismiqueTADJBAKHSH, I. G; FAYAZ ROFOOEI.Earthquake engineering & structural dynamics. 1992, Vol 21, Num 3, pp 233-252, issn 0098-8847Article

The Japan research plan on precast concrete seismic structural system (PRESSS Japan) = Le plan de recherche japonais sur un système préfabriqué de structure parasismique en béton (PRESS Japan)OKAMOTO, S; NAKATA, S; HIRAISHI, H et al.NIST Special publication. 1990, Num 796, pp 77-88, 12 p.Conference Paper

Shock transmission units for bridge strengthening = Appareil de transmission de vibration pour la consolidation de pontPRITCHARD, B.1988, Num 4, pp 13-16Article

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