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

ON FINITE ELEMENT SCHEMES OF THE DIRICHLET PROBLEM FOR A SYSTEM OF NONLINEAR ELLIPTIC EQUATIONSISHIHARA K.1981; NUMER. FUNCT. ANAL. OPTIM.; ISSN 0163-0563; USA; DA. 1981; VOL. 3; NO 1; PP. 105-136; BIBL. 23 REF.Article

ON THE MIXED FINITE ELEMENT APPROXIMATION FOR THE BUCKLING OF PLATESISHIHARA K.1979; NUMER. MATH.; DEU; DA. 1979; VOL. 33; NO 2; PP. 195-210; BIBL. 11 REF.Article

CONVERGENCE OF THE FINITE ELEMENT METHOD APPLIED TO THE EIGENVALUE PROBLEM DELTA U+LAMBDA U=0.ISHIHARA K.1977; PUBL. RES. INST. MATH. SCI.; JAP.; DA. 1977; VOL. 13; NO 1; PP. 47-60; BIBL. 5 REF.Article

FINITE ELEMENT APPROXIMATIONS APPLIED TO THE NONLINEAR BOUNDARY VALUE PROBLEM DELTA N=BU²ISHIHARA K.1982; PUBL. RES. INST. MATH. SCI.; ISSN 508233; JPN; DA. 1982; VOL. 18; NO 1; PP. 17-34; BIBL. 12 REF.Article

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