MOTION OF SUSPENSION BRIDGES IN TURBULENT WINDS = MOUVEMENT DES PONTS SUSPENDUS DANS DES VENTS TURBULENTSLIN YK.1979; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; USA; DA. 1979; VOL. 105; NO 6; PP. 921-932; BIBL. 18 REF.Article

STRUCTURAL RESPONSE UNDER TURBULENT FLOW EXCITATIONS.LIN YK.1976; UNIV. SOUTHAMPTON-ISVR-80; G.B.; DA. 1976; PP. (49P.); BIBL. 2 P. 1/2Report

STRUCTURAL RESPONSE UNDER TURBULENT FLOW EXCITATIONS.LIN YK.sdIN: RANDOM EXCITATIONS OF STRUCT. BY EARTHQUAKES ATMOS. TURBUL. EOETVOES SESS.; UDINE, ITALY; 1976; S.L.; DA. S.D.; PP. 1-44; BIBL. 2 P. 1/2Conference Paper

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VERTICAL SEISMIC LOAD EFFECT ON HYSTERETIC COLUMNS = EFFET D'UNE CHARGE SISMIQUE VERTICALE SUR DES POTEAUX A HYSTERESISSHIH TY; LIN YK.1982; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; ISSN 0044-7951; USA; DA. 1982; VOL. 108; NO EM2; PP. 242-254; BIBL. 15 REF.Article

DETERMINISTIC STABILITY ANALYSIS OF A WIND LOADED STRUCTURE.HOLMES PJ; LIN YK.1978; J. APPL. MECH.; U.S.A.; DA. 1978; VOL. 45; NO 1; PP. 165-169; BIBL. 13 REF.Article

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ALONG-WIND MOTION OF MULTISTORY BUILDING = MOUVEMENT DANS LE SENS DU VENT D'UNE CONSTRUCTION ELEVEEYANG JN; LIN YK.1981; PROC. AMER. SOC. CIV. ENGRS. J. ENGNG MECH. DIV.; USA; DA. 1981; VOL. 107; EM2; PP. 295-307; BIBL. 12 REF.Article

COLUMN RESPONSE TO HORIZONTAL-VERTICAL EARTHQUAKES = REPONSE DES POTEAUX AUX CHARGES SISMIQUES A LA FOIS HORIZONTALES ET VERTICALESLIN YK; SHIH TY.1980; PROC. AM. SOC. CIV. ENG., J. ENG. MECH. DIV.; ISSN 0044-7951; USA; DA. 1980; VOL. 106; NO 6; PP. 1099-1109; BIBL. 32 REF.Article

STATISTICAL ANALYSIS OF LONGEVITY OF PROSTHETIC AORTIC VALVES.GHISTA DN; LIN YK.1976; J. APPL. MECH.; U.S.A.; DA. 1976; VOL. 43; NO 1; PP. 2-7; BIBL. 13 REF.Article

FREE VIBRATION OF A DISORDERED PERIODIC BEAM.LIN YK; YANG JN.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 2; PP. 383-391; BIBL. 18 REF.Article

ANALYSIS OF AIRPLANE RESPONSE TO NONSTATIONARY TURBULENCE INCLUDING WING BENDING FLEXIBILITYFUJIMORI Y; LIN YK.1973; A.I.A.A. J., NEW YORK; U.S.A.; DA. 1973; VOL. 11; NO 3; PP. 334-339; BIBL. 8 REF.Serial Issue

STABILITY OF BRIDGE MOTION IN TURBULENT WINDS = STABILITE DU MOUVEMENT DU PONT SOUMIS A DES VENTS TURBULENTSLIN YK; ARIARATNAM ST.1980; J. STRUCT. MECH.; USA; DA. 1980; VOL. 8; NO 1; PP. 1-15; BIBL. 11 REF.Article

VARIABILITY OF TALL BUILDING RESPONSE TO EARTHQUAKES WITH CHANGING EPICENTRE DIRECTION = VARIABILITE DE LA REPONSE D'UN BATIMENT DE GRANDE HAUTEUR AUX SEISMES AVEC CHANGEMENT DE LA DIRECTION DE L'EPICENTREYANG JN; SAE UNG S; LIN YK et al.1982; EARTHQU. ENG. STRUCT. DYN.; ISSN 0375-6297; GBR; DA. 1982; VOL. 10; NO 2; PP. 211-223; BIBL. 11 REF.; ILL./TABL.Article

SEISMIC DEFORMATION OF DAMS BY CORRRELATIVE METHODS = DEFORMATION SEISMIQUE DES BARRAGES PAR LES METHODES DE CORRELATIONLIN YK; RODDA KV; PERRY CW et al.1981; INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. I; USA; ROLLA, MO:UNIV. MO. AT ROLLA; DA. 1981; PP. 425-430; BIBL. 10 REF.; 4 TAB. ; ILL.Conference Paper