au.\*:("TADJBAKHSH IG")
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RIGID-BODY RESPONSE OF BASE-ISOLED STRUCTURES = REPONSE D'UN CORPS SOLIDE ISOLE DE LA BASE PAR UNE STRUCTURE DE FONDATIONTADJBAKHSH IG; MA JJ.1982; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; ISSN 0044-8001; USA; DA. 1982; VOL. 108; NO ST8; PP. 1806-1814; BIBL. 8 REF.Article
CONSTANT TWIST DEFORMATIONS OF CABLESTADJBAKHSH IG; SAIBEL E.1983; INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE; ISSN 0020-7225; GBR; DA. 1983; VOL. 21; NO 3; PP. 263-268; BIBL. 8 REF.Article
A CLASS OF CONTROLLABLE WAVE PROPAGATIONS IN FINITE ELASTICITY. = CLASSE DES PROPAGATIONS CONTROLABLES D'ONDE EN ELASTICITE FINIESHAHINPOOR M; TADJBAKHSH IG.1976; INTERNATION. J. NON-LINEAR MECH.; G.B.; DA. 1976; VOL. 11; NO 5; PP. 325-330; ABS. FR. ALLEM.; BIBL. 26 REF.Article
ESTIMATES ON SEISMIC AMPLIFICATION FACTORS OF REACTOR COMPONENTSSHAHINPOOR M; TADJBAKHSH IG; RAZANI A et al.1978; NUCL. ENGNG DESIGN; NLD; DA. 1978; VOL. 50; NO 2; PP. 323-325; BIBL. 1 REF.Article
SEISMIC RESPONSE OF HILLS.SHANINPOOR M; TADJBAKHSH IG; AHMADI G et al.1977; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1977; VOL. 67; NO 6; PP. 1665-1666Article