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Placoplâtre à la SOPEMEA: secouez-moi! = Dynamic tests of Placoplatre at the SOPEMEAIsolation. 1990, Num 43-44, pp 20-24, issn 0244-2019, 5 p.Article

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Seismic behavior of large panel precast concrete walls: analysis and experiment = Comportement sismique des murs préfabriqués par grands panneaux: calcul et étude expérimentaleCLOUGH, R. W; MALHAS, F; OLIVA, M. G et al.Journal - Prestressed Concrete Institute. 1989, Vol 34, Num 5, pp 42-66, issn 0032-793XArticle

Full-scale structural testing = Essai de structure en vraie grandeurSEIBLE, F; HEGEMIER, G. A.Concrete international. 1986, Vol 8, Num 7, pp 48-52, issn 0162-4075Article

SAMSON, une installation d'essai à table vibrante pour la simulation de contraintes dynamiques multiaxiales = SAMSON: a testing equipment with vibrating table for multiaxial dynamic stressesKLEINE-TEBBE, K. A.Brown Boveri revue. 1985, Vol 72, Num 4, pp 205-209, issn 0302-2544Article

RC frame models: observed seismic response = Modèles d'ossatures en béton armé: réponses sismiques observéesCÉECÉEN, H.Journal of structural engineering (New York, NY). 1984, Vol 110, Num 12, pp 3015-3030, issn 0733-9445Article

Investigating the use of mutually uncorrelated acceleration spectrums to predict line of sight for JWST optical testingBUTTACCIO, Christopher L; PATTERSON, Kenneth M; SWEITZER, Karl A et al.Proceedings of SPIE, the International Society for Optical Engineering. 2007, pp 667504.1-667504.10, issn 0277-786X, isbn 978-0-8194-6823-9, 1VolConference Paper

The role of natural rubber in seismic isolation: a perspectiveCOVENEY, V. A; HERTFORD, A. G. T.Kautschuk und Gummi, Kunststoffe. 1991, Vol 44, Num 9, pp 861-865, issn 0022-9520, 5 p.Article

ETUDE DE LA RESISTANCE AUX SEISMES DU BETON CELLULAIREVINOKUROV OP.1979; STROITEL. MATER.; SUN; DA. 1979; NO 6; PP. 21-23; BIBL. 8 REF.Article

RESISTANCE AUX SEISMES DES BATIMENTS EN BLOCS-CELLULESNEMCHINOV YU I; VEROTSKIJ VD; LUPAN AM et al.1982; BETON ZELEZOBET.; ISSN 511234; SUN; DA. 1982; NO 2; PP. 10-12Article

EARTHQUAKE RESPONSE OF IRREGULAR R/C STRUCTURES IN THE NONLINEAR RANGE = REPONSE A L'ACTION D'UN SEISME DE STRUCTURES IRREGULIERES R/C D'ORDRE NON LINEAIREMEHDI SAIIDI; HODSON KE.1983; COMPUTERS & STRUCTURES; ISSN 0045-7949; USA; DA. 1983; VOL. 16; NO 1-4; PP. 519-529; BIBL. 12 REF.Conference Paper

The inner ears of Northern Canadian freshwater fishes following exposure to seismic air gun soundsJIAKUN SONG; MANN, David A; COTT, Peter A et al.The Journal of the Acoustical Society of America. 2008, Vol 124, Num 2, pp 1360-1366, issn 0001-4966, 7 p.Article

Stiffering requirements for unborded braces encased in concrete panels = Exigences relatives à la rigidité des contreventements noyés dans des panneaux en bétonINOUE, K; SAWAIZUMI, S; HIGASHIBATA, Y et al.Journal of structural engineering (New York, NY). 2001, Vol 127, Num 6, pp 712-719, issn 0733-9445Article

Testing architectural glass for earth quate resistance = Essai de la resistance sismique du verre architecturalBEHR, R.A.The Construction specifier. 1999, Vol 52, Num 5, pp 41-48, issn 0010-6925, 5 p.Article

Bidirectional behavior of structural clay tile infilled frames = Comportement bi-directionnel des structures constituées de cadres avec un remplissage en carreaux de terre cuiteFLANAGAN, R.D; BENNETT, R.M.Journal of structural engineering (New York, NY). 1999, Vol 125, Num 3, pp 236-244, issn 0733-9445Article

A widely convergent generalized pulse-spectrum technique for the coefficient inverse problem of differential equationsHAN, B; ZHANG, M. L; LIU, J. Q et al.Applied mathematics and computation. 1997, Vol 81, Num 2-3, pp 97-112, issn 0096-3003Article

Seismic behavior of steel frame with added viscoelastic dampers = Comportement sismique des portiques en acier avec des amortisseurs viscoélastiquesCHANG, K.C; SOONG, T.T; OH, S.-T et al.Journal of structural engineering (New York, NY). 1995, Vol 121, Num 10, pp 1418-1426, issn 0733-9445Article

Seismic testing of steel plate energy dissipation devicesWHITTAKER, A. S; BERTERO, V. V; THOMPSON, C. L et al.Earthquake spectra. 1991, Vol 7, Num 4, pp 563-604, issn 8755-2930Article

Hysteresis behaviour of three-story steel frame with concentric K-braces. Part. I = Comportement hystérétique d'une construction d'acier à trois étages avec K. Etrésillons concentriques. Partie IFUKUTA, T; YAMANOUCHI, H; NI SHI YAMA, I et al.1985, 140 p.Report

Seismic response analysis of embedded structure at Hualien, TaiwanUESHIMA, T; KOKUSHO, T; OKAMOTO, T et al.Nuclear engineering and design. 1997, Vol 172, Num 3, pp 289-295, issn 0029-5493Article

Seismic behaviour of pile groups by hybrid experimentsTOKI, K; SATO, T; KIYONO, J et al.Earthquake engineering & structural dynamics. 1991, Vol 20, Num 10, pp 895-909, issn 0098-8847Article

Response analysis of metal-enclosed switchgear shaken by ground oscillationMORI, T; UCHIDA, T; NAKAGAKI, S et al.IEEE transactions on power delivery. 1986, Vol 1, Num 1, pp 196-202, issn 0885-8977Article

Seismic performance of curtain walls = Comportement sismique des murs rideauxWONG, M. L.Progressive Architecture. 1985, Num 1, pp 164-165, issn 0033-0752Article

Seismic tests of a pile-supported structure in liquefiable sand using large-scale blast excitationKAMIJO, Naotaka; SAITO, Hideaki; KUSAMA, Kazuhiro et al.Nuclear engineering and design. 2004, Vol 228, Num 1-3, pp 367-376, issn 0029-5493, 10 p.Conference Paper