THE ROLE OF THE CONSULTING ENGINEER IN THE APPLICATION OF NEW TECHNOLOGY.DONOVAN NC.1975; IN: 2. AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG. AUST.; DA. 1975; PP. 21-25; BIBL. 9 REF.; 9 ILL.Conference Paper

A STATISTICAL EVALUATION OF STRONG MOTION DATA INCLUDING THE FEBRUARY 9, 1971 SAN FERNANDO EARTHQUAKE.DONOVAN NC.1974; IN: PROC. 5TH WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 1, P. 1252 A 1261Miscellaneous

THE ROLE OF THE CONSULTING ENGINEER IN THE APPLICATION OF NEW TECHNOLOGY.DONOVAN NC.sdIN: AUSTRALIA-NEW ZEALAND CONF. GEOMECH.; BRISBANE; 1975; SYDNEY; INST. ENG.; DA. S.D.; PP. 21-25; BIBL. 9 REF.; 9 ILL.Conference Paper

EARTHQUAKE HAZARDS FOR BUILDINGS.DONOVAN NC.1974; ENGNG BULL., DAMES AND MOORE; U.S.A.; 1974, NUM. 0046, P. 3 A 20Serial Issue

SENSITIVITY OF COMPUTED NONLINEAR EFFECTIVE STRESS SOIL RESPONSE TO SHEAR MODULUS RELATIONSHIPS = SENSITIVITE DE LA REPONSE CALCULEE DES CONTRAINTES EFFECTIVES NON LINEAIRES DU SOL, AUX RELATIONS DU MODULE DE CISAILLEMENTLARKIN TJ; DONOVAN NC.1981; PULL.-NOR. GEOTEK. INST; ISSN 0078-1193; NOR; DA. 1981; NO 136; 6 P.; BIBL. 17 REF.; ILL.Article

INCORPORATION OF UNCERTAINTIES IN THE SEISMIC RESPONSE OF SOILS.VALERA JE; DONOVAN NC.1974; IN: PROC. 5TH WORLD CONF. EARTHQUAKE ENG.; ROME; 1974; ROME EDIGRAF; 1974, VOL. 1, P. 370 A 379Miscellaneous

A PROBABILISTIC APPROACH TO SEISMIC ZONING OF AN INDUSTRIAL SITEDONOVAN NC; VALERA JE.sdIN: INT. CONF. MICROZONATION SAFER CONSTR., RES. APPL. SEATTLE, WASH., U.S.A., 1972. PROC.,; S.L.; DA. S.D.; VOL. 2; PP. 559-576; BIBL. 2P.Conference Paper

FIELD MEASUREMENT OF RELATIVE GROUND DISPLACEMENTDONOVAN NC; DEGENKOLB HJ.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 10-16; BIBL. 3 REF.Conference Paper

COMPARISON OF METHODS FOR LIQUEFACTION EVALUATION.VALERA JE; DONOVAN NC.1976; IN: LIQUEFACTION PROBL. GEOTECH. ENG. NATL. CONV.; PHILADELPHIA; 1976; NEW YORK; AM. SOC. CIV. ENG.; DA. 1976; PP. 359-388; BIBL. 1 P. 1/2; 15 ILL.Conference Paper

DESIGN OF MACHINE FOUNDATIONS ON PILES.SINGH JP; DONOVAN NC; JOBSIS AC et al.1977; PROC. AMER. SOC. CIV. ENGRS, J. GEOTECH. ENGNG DIV.; U.S.A.; DA. 1977; VOL. 103; NO 8; PP. 863-877; BIBL. 18 REF.Article

OCULAR HYPERTENSION AND SYSTEMIC RESPONSES TO THE WATER-DRINKING TEST.WINDER AF; SIDDIQUI AA; DONOVAN NC et al.1978; BRIT. J. OPHTHALMOL.; GBR; DA. 1978; VOL. 62; NO 6; PP. 414-419; BIBL. 13 REF.Article

DEVELOPMENT OF EXPECTANCY MAPS AND RISK ANALYSIS = MISE AU POINT DE CARTES REPRESENTANT DES RISQUES SISMIQUES ET CALCUL DE CES RISQUESDONOVAN NC; BOLT BA; WHITMAN RV et al.1978; PROC. AMER. SOC. CIV. ENGRS, J. STRUCT. DIV.; USA; DA. 1978; VOL. 104; NO 8; PP. 1179-1192; BIBL. 12 REF.Article

STATISTICAL UNCERTAINTY OF DESIGN BASED ON SMOOTHED RESPONSE SPECTRA.DONOVAN NC; VALERA JE; BERESFORD PJ et al.sdIN: U.S. NATL. CONF. EARTHQUAKE ENG. 1975. PROC.; ANN ARBOR; 1975; OAKLAND; EARTHQUAKE ENG. RES. INST.; DA. S.D.; PP. 53-59; BIBL. 9 REF.Conference Paper