au.\*:("WONG HL")
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EFFECTS OF CROSS-AXIS SENSITIVITY AND MISALIGNMENT ON THE RESPONSE OF MECHANICAL-OPTICAL ACCELEROGRAPHS.WONG HL; TRIFUNAC MD.1977; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1977; VOL. 67; NO 3; PP. 929-956; BIBL. 12 REF.Article
DYNAMIC RESPONSE OF RIGID FOUNDATIONS OF ARBITRARY SHAPE.WONG HL; LUCO HE.1976; INTERNATION. J. EARTHQUAKE ENGNG. STRUCT. DYNAM.; G.B.; DA. 1976; VOL. 4; NO 6; PP. 579-587; BIBL. 13 REF.Article
SCATTERING OF PLANE SH WAVES BY A SEMI-ELLIPTICAL CANYON.WONG HL; TRIFUNAC MD.1974; INTERNATION. J. EARTHQUAKE ENGNG STRUCT. DYNAM.; G.B.; DA. 1974; VOL. 3; NO 2; PP. 157-169; BIBL. 10 REF.Article
EFFECTS OF CANYON TOPOGRAPHY ON STRONG GROUND MOTION.WONG HL; JENNINGS PC.1975; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1975; VOL. 65; NO 5; PP. 1239-1257; BIBL. 22 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, ANTIPLANE, BUILDING-SOIL-BUILDING INTERACTION FOR TWO OR MORE BUILDINGS AND FOR INCIDENT PLANE SH WAVES.WONG HL; TRIFUNAC MD.1975; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1975; VOL. 65; NO 6; PP. 1863-1885; BIBL. 12 REF.Article
SURFACE MOTION OF A SEMI-ELLIPTICAL ALLUVIAL VALLEY FOR INCIDENT PLANE SH WAVES.WONG HL; TRIFUNAC MD.1974; BULL. SEISMOL. SOC. AMER.; U.S.A.; DA. 1974; VOL. 64; NO 5; PP. 1389-1408; BIBL. 16 REF.Article
REALISTIC MODELING OF STRONG GROUND MOTION AMPLIFICATION EFFECTS = SIMULATION REALISTE DES EFFETS D'AMPLIFICATION DES SECOUSSES VIOLENTES DU SOLWONG HL; DRAVINSKI M; ANONYMOUS et al.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 20Conference Paper
VANISHING BOUNDARIES FOR FINITE ELEMENT METHOD FOR THREE-DIMENSIONAL TRANSIENT WAVE PROPAGATION PROBLEMS = LIMITES FUYANTES POUR LA METHODE DES ELEMENTS FINIS POUR LA RESOLUTION DES PROBLEMES DE PROPAGATION TRANSITOIRE D'ONDES DANS UN ESPACE A TROIS DIMENSIONSWONG HL; LIAO ZP; ANONYMOUS et al.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 39Conference Paper
A METHOD FOR CREATING VANISHING BOUNDARIES FOR THE FINITE ELEMENT METHOD = UNE METHODE POUR LA CREATION DE LIMITES FUYANTES CONCUE POUR LA METHODE DES ELEMENTS FINISLIAO ZP; WONG HL; ANONYMOUS et al.1981; EARTHQUAKE NOTES; ISSN 0012-8287; USA; DA. 1981-03; VOL. 52; NO 1; PP. 38Conference Paper
USE OF HAPTEN-ALTERED SELF MOIETIES TO PROBE THE CELL-MEDIATED LYMPHOLYTIC RESPONSE AND IMMUNOTOLERANCE INTERFACEBATTISTO JR; BUTLER LD; WONG HL et al.1980; IMMUNOL. REV.; DNK; DA. 1980; NO 50; PP. 47-70; BIBL. 4 P.Article
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
USE OF IMMUNOTOLERANCE TO DISSECT THE MECHANISMS REGULATING APPEARANCE OF HAPTEN-SPECIFIC KILLER T CELLS IN VIVOBUTLER LD; WONG HL; BATTISTO JR et al.1980; J. IMMUNOL.; USA; DA. 1980; VOL. 124; NO 3; PP. 1245-1250; BIBL. 25 REF.Article