TORSION OF A RIGID CYLINDER EMBEDDED IN AN ELASTIC HALF SPACE.LUCO JE.1976; J. APPL. MECH.; U.S.A.; DA. 1976; VOL. 43; NO 3; PP. 419-423; BIBL. 16 REF.Article

TORSIONAL RESPONSE OF STRUCTURES FOR SH WAVES: THE CASE OF HEMISPHERICAL FOUNDATIONS.LUCO JE.1976; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1976; VOL. 66; NO 1; PP. 109-123; BIBL. 7 REF.Article

IMPEDANCE FUNCTIONS FOR A RIGID FOUNDATION ON A LAYERED MEDIUM.LUCO JE.1974; NUCL. ENGNG DESIGN; NETHERL.; DA. 1974; VOL. 31; NO 2; PP. 204-217; BIBL. 11 REF.; 10 ILL.Article

SEISMIC RESPONSE OF A PERIODIC ARRAY OF STRUCTURES.MURAKAMI H; LUCO JE.1977; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 5; PP. 965-977; BIBL. 12 REF.Article

RESPONSE OF STRUCTURES TO NONVERTICALLY INCIDENT SEISMIC WAVES = REPONSE DES STRUCTURES AUX ONDES SEISMIQUES INCIDENTES NON VERTICALESLUCO JE; WONG HL.1982; BULL. SEISMOL. SOC. AM.; ISSN 0037-1106; USA; DA. 1982-02; VOL. 72; NO 1; PP. 275-302; BIBL. 24 REF.; ILL.Article

DYNAMIC RESPONSE OF RECTANGULAR FOUNDATIONS TO OBLIQUELY INCIDENT SEISMIC WAVES.WONG HL; LUCO JE.1978; EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1978; VOL. 6; NO 1; PP. 3-16; BIBL. 24 REF.Article

TWO-DIMENSIONAL APPROXIMATIONS TO THE THREE-DIMENSIONAL SOIL-STRUCTURE INTERACTION PROBLEM.LUCO JE; HADJIAN AH.1974; NUCL. ENGNG DESIGN; NETHERL.; DA. 1974; VOL. 31; NO 2; PP. 195-203; BIBL. 10 REF.; 4 ILL.Article

VIBRATION OF FLEXIBLE FLATE ON VISCOELASTIC MEDIUM = VIBRATION D'UNE PLAQUE FLEXIBLE SUR UN MILIEU VISCOELASTIQUEIGUCHI M; LUCO JE.1982; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO EM6; PP. 1103-1120; BIBL. 17 REF.Article

DYNAMIC RESPONSE OF FLEXIBLE RECTANGULAR FOUNDATIONS ON AN ELASTIC HALF-SPACE = REPONSE DYNAMIQUE DES FONDATIONS ELASTIQUES RECTANGULAIRES SUR UN DEMI-ESPACE ELASTIQUEIGUCHI M; LUCO JE.1981; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1981; VOL. 9; NO 3; PP. 239-249; BIBL. 15 REF.Article

STEADY-STATE RESPONSE OF AN ELASTIC HALF-SPACE TO A MOVING DISLOCATION OF FINITE WIDTH = LA REPONSE EN REGIME PERMANENT D'UN DEMI-ESPACE ELASTIQUE DISLOCATION ACTIVE DE LARGEUR FINIELUCO JE; ANDERSON JG; ANONYMOUS et al.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 37Conference Paper

SOIL-STRUCTURE INTERACTION: CONTINUUM OR FINITE ELEMENT.HADJIAN AH; LUCO JE; TSAI NC et al.1974; NUCL. ENGNG DESIGN; NETHERL.; DA. 1974; VOL. 31; NO 2; PP. 151-167; BIBL. 2 P.; 8 ILL.Article

FULL SCALE, THREE-DIMENSIONAL TESTS OF STRUCTURAL DEFORMATIONS DURING FORCED EXCITATION OF A NINE-STORY REINFORCED CONCRETE BUILDINGFOUTCH DA; LUCO JE; TRIFUNAC MD et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S. D; PP. 206-215; BIBL. 9 REF.Conference Paper

CONTACT STRESSES AND GROUND MOTION GENERATED BY SOIL-STRUCTURE INTERACTION.WONG HL; LUCO JE; TRIFUNAC MD et al.1977; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1977; VOL. 5; NO 1; PP. 67-79; BIBL. 9 REF.Article

TRANSMITTING BOUNDARIES FOR TIME-HARMONIC ELASTODYNAMICS ON INFINITE DOMAINSMURAKAMI H; SHIOYA S; YAMADA R et al.1981; INT. J. NUMER. METHODS ENG.; ISSN 0029-5981; GBR; DA. 1981; VOL. 17; NO 11; PP. 1697-1716; BIBL. 18 REF.Article