A RESPONSE SPECTRUM METHOD FOR RANDOM VIBRATION ANALYSIS OF MDF SYSTEMS = UNE METHODE DU SPECTRE DE REPONSE POUR L'ANALYSE DES VIBRATIONS ALEATOIRES D'UN SYSTEME MDFDER KIUREGHIAN A.1981; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 5; PP. 419-435; BIBL. 19 REF.Article

SEISMIC RISK ANALYSIS OF STRUCTURAL SYSTEMS = CALCUL DU RISQUE SISMIQUE POUR DES SYSTEMES DE CONSTRUCTIONDER KIUREGHIAN A.1981; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1981; VOL. 107; NO EM6; PP. 1133-1153; BIBL. 13 REF.Article

RELIABILITY ANALYSIS UNDER STOCHASTIC LOADS = FIABILITE DE LA RESISTANCE A DES CHARGES ALEATOIRESDER KIUREGHIAN A.1980; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1980; VOL. 106; NO 2; PP. 411-429; BIBL. 12 REF.Article

STRUCTURAL RESPONSE TO STATIONARY EXCITATION = REPONSE D'UNE STRUCTURE A UNE EXCITATION STATIONNAIREDER KIUREGHIAN A.1980; PROC. AM. SOC. CIV. ENG., J. ENG. MECH-DIV.; ISSN 0044-7951; USA; DA. 1980; VOL. 106; NO 6; PP. 1195-1213; BIBL. 9 REF.Article

SECOND MOMENT COMBINATION OF STOCHASTIC LOADS.DER KIUREGHIAN A.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 10; PP. 1551-1567; BIBL. 14 REF.Article

EVALUATION OF GROUND SHAKING CONSIDERING THE NONLINEAR PROPERTIES OF SOIL = EVALUATION DES SECOUSSES DU SOL EN TENANT COMPTE DES PROPRIETES NON LINEAIRES DU SOLSATO S; DER KIUREGHIAN A.1982; INTERNATIONAL CONFERENCE ON NUMERICAL METHODS IN GEOMECHANICS. 4/1982/EDMONTON; NLD; ROTTERDAM: A. A. BALKEMA; DA. 1982; VOL. 1; PP. 427-435; BIBL. 8 REF.; 1 TAB. ; ILL./TABL.Conference Paper

A FAULT-RUPTURE MODEL FOR SEISMIC RISK ANALYSIS.DER KIUREGHIAN A; ANG AHS.1977; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1977; VOL. 67; NO 4; PP. 1173-1194; BIBL. 17 REF.Article

A coherency model for spatially varying ground motionsDER KIUREGHIAN, A.Earthquake engineering & structural dynamics. 1996, Vol 25, Num 1, pp 99-111, issn 0098-8847Article

Measure of structural safety under imperfect states of Knowledge = Evaluation de la sécurité des constructions à partir de données incertainesDER KIUREGHIAN, A.Journal of structural engineering (New York, NY). 1989, Vol 115, Num 5, pp 1119-1140, issn 0733-9445Article

Armenia earthquake: strong-motion records = Le séisme de l'Arménie: enregistrements des secousses violentesDER KIUREGHIAN, A.Earthquake spectra. 1989, pp 43-53, issn 8755-2930, supplArticle

RELIABILITY UPGRADING OF LIFELINE NETWORKS FOR POST-EARTHQUAKE SERVICE ABILITY = SURETE GRANDISSANTE DES RESEAUX DE SECOURS POUR LA POSSIBILITE DE SERVICE APRES SEISMEMASOUD MOGHTADERI ZADEH; DER KIUREGHIAN A.1983; EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS; ISSN 0375-6297; GBR; DA. 1983; VOL. 11; NO 4; PP. 557-566; BIBL. 13 REF.Article

A REPLACEMENT FOR THE SRSS METHOD IN SEISMIC ANALYSIS = UN REMPLACEMENT POUR LA METHODE SRSS EN ANALYSE SISMIQUEWILSON EL; DER KIUREGHIAN A; BAYO EP et al.1981; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 2; PP. 187-192; BIBL. 8 REF.Article

Structural reliability methods for seismic safety assessment : a reviewDER KIUREGHIAN, A.Engineering structures. 1996, Vol 18, Num 6, pp 412-424, issn 0141-0296Article

Dynamic characterization of two-degree-of-freedom equipment-structure systemsIGUSA, T; DER KIUREGHIAN, A.Journal of engineering mechanics. 1985, Vol 111, Num 1, pp 1-19, issn 0733-9399Article

Generation of floor response spectra including oscillator-structure interactionIGUSA, T; DER KIUREGHIAN, A.Earthquake engineering & structural dynamics. 1985, Vol 13, Num 5, pp 661-676, issn 0098-8847Article

SEISMIC RELIABILITY OF LIFELINE NETWORKS = FIABILITE AU SEISMES DES RESEAUX VITAUXMASOUD MOGHTADERIZADEH; WOOD RK; DER KIUREGHIAN A et al.1982; J. TECH. COUNC. ASCE; ISSN 0148-9909; USA; DA. 1982; VOL. 108; NO 1; PP. 60-78; BIBL. 19 REF.Article

Floor response spectrum method for seismic analysis of multiply supported secondary systemsASFURA, A; DER KIUREGHIAN, A.Earthquake engineering & structural dynamics. 1986, Vol 14, Num 2, pp 245-265, issn 0098-8847Article

Modal combination rules for multicomponent earthquake excitation = Règles de combinaison modale pour l'excitation à plusieurs composants due à un séismeSMEBY, W; DER KIUREGHIAN, A.Earthquake engineering & structural dynamics. 1985, Vol 13, Num 1, pp 1-12, issn 0098-8847Article

CQC modal combination rule for high-frequency modesDER KIUREGHIAN, A; NAKAMURA, Y.Earthquake engineering & structural dynamics. 1993, Vol 22, Num 11, pp 943-956, issn 0098-8847Article

A replacement for the 30%, 40%, and SRSS rules for multicomponent seismic analysisMENUN, C; DER KIUREGHIAN, A.Earthquake spectra. 1998, Vol 14, Num 1, pp 153-163, issn 8755-2930Article

Dynamic response of tertiary subsystems = Réponse dynamique pour sous-systèmes tertiairesIGUSA, T; DER KIUREGHIAN, A.Journal of engineering mechanics. 1988, Vol 114, Num 8, pp 1375-1395, issn 0733-9399Article

Dynamic response of multiply supported secondary systemsIGUSA, T; DER KIUREGHIAN, A.Journal of engineering mechanics. 1985, Vol 111, Num 1, pp 20-41, issn 0733-9399Article

Seismic fragility of RC structural walls : displacement approach = Fragilité sismique des murs porteurs en béton armé : approche par les déplacementsSASANI, M; DER KIUREGHIAN, A.Journal of structural engineering (New York, NY). 2001, Vol 127, Num 2, pp 219-228, issn 0733-9445Article

Response spectrum method for multi-support seismic excitationsDER KIUREGHIAN, A; NEUENHOFER, A.Earthquake engineering & structural dynamics. 1992, Vol 21, Num 8, pp 713-740, issn 0098-8847Article

Reliability-based optimal design of series structural systemsROYSET, J. O; DER KIUREGHIAN, A; POLAK, E et al.Journal of engineering mechanics. 2001, Vol 127, Num 6, pp 607-614, issn 0733-9399Article