A MIXED FINITE ELEMENT METHOD FOR THE BIHARMONIC EIGENVALUE PROBLEMS OF PLATE BENDINGISHIHARA K.1978; PUBL. RES. INST. MATH. SCI.; JPN; DA. 1978; VOL. 14; NO 2; PP. 399-414; BIBL. 15 REF.Article

SIMPLE METHOD OF ANALYSIS FOR LIQUEFACTION OF SAND DEPOSITS DURING EARTHQUAKES.ISHIHARA K.1977; SOIL FOUND.; JAP.; DA. 1977; VOL. 17; NO 3; PP. 1-17; BIBL. 1 P.; 19 ILL.Article

A FINITE ELEMENT LUMPED MASS SCHEME FOR SOLVING EIGENVALUE PROBLEMS OF CIRCULAR ARCHESISHIHARA K.1981; NUMER. MATH.; ISSN 0029-599X; DEU; DA. 1981; VOL. 36; NO 3; PP. 267-290; BIBL. 21 REF.Article

LIQUEFACTION OF SAND DURING EARTHQUAKES.ISHIHARA K.1975; J. FAC. ENGNG, UNIV. TOKYO, A; JAP.; 1975, NUM. 0013, P. 6 A 7Serial Issue

RELATIONS BETWEEN PROCESS OF CUTTING AND UNIQUENESS OF SOLUTIONS.ISHIHARA K.1970; SOILS AND FOUND., JAP.; 1970, VOL. 10, NUM. 0003, P. 50 A 65Miscellaneous

THE BUCKLING OF PLATES BY THE MIXED FINITE ELEMENT METHOD.ISHIHARA K.1978; MEM. NUMER. MATH.; JAP.; DA. 1978; NO 5; PP. 73-82; BIBL. 7 REF.Article

ENERGY ESTIMATES FOR THE SOLUTION OF HYPERBOLIC EQUATIONS BY A FINITE ELEMENT MASS SCHEME.ISHIHARA K.1977; MEM. NUMER. MATH.; JAP.; DA. 1977; NO 4; PP. 1-23; BIBL. 6 REF.Article

EVALUATION OF SOIL PROPERTIES FOR USE IN EARTHQUAKE RESPONSE ANALYSIS = EVALUATION DES PROPRIETES DES SOLS POUR L'ANALYSE DES SEISMESISHIHARA K.1982; NUMERICAL MODELS IN GEOMECHANICS. INTERNATIONAL SYMPOSIUM/1982/ZURICH; NLD; ROTTERDAM: A.A. BALKEMA; DA. 1982; PP. 237-259; BIBL. 2 P.; 2 TAB. ; ILL./TABL.Conference Paper

APPROXIMATE FORMS OF WAVE EQUATIONS FOR WATER-SATURATED POROUS MATERIALS AND REATED DYNAMIC MODULUS.ISHIHARA K.1970; SOILS AND FOUND., JAP.; 1970, VOL. 10, NUM. 0004, P. 10 A 38Miscellaneous

Iterative methods for eigenvalue problems with nondifferentiable normalized condition of a general complex matrixISHIHARA, K.Computing. Supplementum (Wien). 2001, Vol 15, pp 105-118, issn 0344-8029Article

Estabilidade de depósitos naturais durante sismos = Stabilité de dépôts naturels au cours de séismesISHIHARA, K.1985, Num 1, pp 201-202Article

Stability of natural deposits during earthquakes = La stabilité des dépôts naturels lors des tremblements de terreISHIHARA, K.International conference on soil mechanics and foundation engineering. 11. 1985, pp 321-376Conference Paper

On numerical asymptotic behavior of finite element solutions for parabolic equationsISHIHARA, K.Numerische Mathematik. 1984, Vol 44, Num 2, pp 285-300, issn 0029-599XArticle

ANALYSIS OF LAND SLIDES DURING THE 1978 IZU-OHSHIMA-KINKAI EARTHQUAKE = ANALYSE DES GLISSEMENTS DE TERRAIN QUI SE SONT PRODUITS LORS DU SEISME DE 1978 DANS LA REGION IZU-OHSHIMA-KINKAIISHIHARA K; NAGAO A.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 19-37; BIBL. 13 REF.Article

OPTIMUM DESIGN OF COATED OPTICAL FIBER CONSIDERING EXCESS LOSS AT LOW TEMPERATURESMASUNO K; ISHIHARA K.1982; JOURNAL OF OPTICAL COMMUNICATIONS; ISSN 0173-4911; DEU; DA. 1982; VOL. 3; NO 4; PP. 142-145; BIBL. 6 REF.Article

USE OF THE COLON SEGMENT AS A GASTRIC SUBSTITUTE AFTER GLOBAL GASTRECTOMYNAGAMACHI Y; ISHIHARA K.1982; AM. J. PROCTOL., GASTROENTEROL. COLON RECTAL SURG.; ISSN 0162-6566; USA; DA. 1982; VOL. 33; NO 8; PP. 7-10; BIBL. 4 REF.Article

CYCLIC SIMPLE SHEAR TESTS ON SATURATED SAND IN MULTI-DIRECTIONAL LOADING = LES ESSAIS DE CISAILLEMENT CYCLIQUE SIMPLE D'UN SABLE SATURE SOUS UNE CHARGE MULTI-DIRECTIONNELLEISHIHARA K; YAMAZAKI F.1980; SOILS FOUND.; ISSN 0038-0806; JPN; DA. 1980; VOL. 20; NO 1; PP. 45-59; BIBL. 5 REF.; ILL.Article

EXPERIMENTAL INVESTIGATIONS ON THE VIBRATION OF BLADES DUE TO A ROTATING STALLISHIHARA K; FUNAKAWA M.1980; BULL. ISME; ISSN 0021-3764; JPN; DA. 1980; VOL. 23; NO 177; PP. 353-360; BIBL. 8 REF.Article

RESPONSE ANALYSIS OF A VIBRATIONAL SYSTEM OF MULTIDEGREE OF FREEDOM SUBJECTED TO AN ARBITRARY FORCEISHIHARA K; FUNAKAWA M.1979; BULL. J.S.M.E.; JPN; DA. 1979; VOL. 22; NO 167; PP. 648-654; BIBL. 5 REF.Article

ANALYSIS OF AN UNSTEADY AERODYNAMIC FORCE ON A BLODE DUE TO UNUNIFORM AMPLITUDE GUSTSISHIHARA K; FUNAKAWA M.1979; BULL. J.S.M.E.; JPN; DA. 1979; VOL. 22; NO 166; PP. 529-536; BIBL. 7 REF.Article

EFFECTS OF STRESS HISTORY ON CYCLIC BEHAVIOR OF SANDISHIHARA K; OKADA S.1978; SOILS FOUND.; JPN; DA. 1978; VOL. 18; NO 4; PP. 31-45; BIBL. 9 REF.; 13 ILL.Article

Liquefaction and flow failure during earthquakesISHIHARA, K.Geotechnique. 1993, Vol 43, Num 3, pp 351-415, issn 0016-8505Article

Mise en évidence géophysique de l'existence de réservoir de conduit et magmatique dans le volcan de Sakurajima, JaponISHIHARA, K.Kyoto Daigaku Bōsai Kenkyūjo nenpō. 1988, Vol 31, Num 1, pp 59-73, issn 0386-412XArticle

UNDRAINED DEFORMATION CHARACTERISTICS OF SAND IN MULTI-DIRECTIONAL SHEAR = CARACTERISTIQUES DE DEFORMATION NON DRAINE DE SABLE EN CISAILLEMENT MULTIDIRECTIONNELYAMADA Y; ISHIHARA K.1983; SOILS AND FOUNDATIONS; ISSN 0038-0806; JPN; DA. 1983; VOL. 23; NO 1; PP. 61-79; BIBL. 7 REF.Article

PORE WATER PRESSURE RISES DURING EARTHQUAKESISHIHARA K; PRAKASH SHAMSHER.1982; PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON RECENT ADVANCES IN GEOTECHNICAL EARTHQUAKE ENGINEERING AND SOIL DYNAMICS; VOL. III; USA; ROLLA, MO:UNIV. MO.; DA. 1982-01-03; PP. 1201-1204; BIBL. 1 REF.; ILL.Conference Paper