CAPACITE DE CHARGE DES ARCHES PEU PROFONDESMONAKHOV VA; SEBEKINA VI.1976; STROITEL. MEKH. RASCHET SOORUZH.; S.S.S.R.; DA. 1976; NO 5; PP. 30-35; BIBL. 3 REF.Article

ON THE VALIDITY OF THE FINITE ELEMENT ANALYSIS OF CIRCULAR ARCHES REPRESENTED BY AN ASSEMBLAGE OF BEAM ELEMENTS. = SUR LA VALIDITE DE L'ANALYSE PAR ELEMENTS FINIS DES ARCHES CIRCULAIRES REPRESENTEES PAR UN ASSEMBLAGE D'ELEMENTS DE POUTREFIKUCHI F.1975; COMPUTER METHODS APPL. MECH. ENGNG; NETHERL.; DA. 1975; VOL. 5; NO 3; PP. 253-276; BIBL. 21 REF.Article

LARGE-DEFORMATION RESPONSE OF DEEP CIRCULAR ARCHES TO RADIAL MAGNETOMOTIVE FORCESAL HASSANI STS; HASHMI MSJ.1978; J. MECH. ENGNG SCI.; GBR; DA. 1978; VOL. 20; NO 6; PP. 335-343; BIBL. 18 REF.Article

TORSION D'UNE TIGE CURVILIGNEARONSON A YA.1975; IZVEST. AKAD. NAUK S.S.S.R., MEKH. TVERD. TELA; S.S.S.R.; DA. 1975; NO 4; PP. 151-157; BIBL. 2 REF.Article

DE LA DEFORMATION PLANE D'UN SEGMENT CIRCULAIRE AVEC UN DE SES BOUTS FIXESARUTYUNYAN RA.1973; IZVEST. AKAD. NAUK ARM. S.S.R., MEKH.; S.S.S.R.; DA. 1973; VOL. 26; NO 6; PP. 70-81; ABS. ARM. ANGL.; BIBL. 6 REF.Article

LARGE DEFLECTIONS AND STABILITY OF HINGELESS CIRCULAR ARCHES UNDER INTERACTING LOADS.DADEPPO DA; SCHMIDT R.1974; J. APPL. MECH.; U.S.A.; DA. 1974; VOL. 41; NO 4; PP. 989-994; BIBL. 17 REF.Article

INFLUENCE OF LOAD POSITION ON THE STABILITY OF SHALLOW ARCHESPLAUT RH.1979; Z. ANGEW. MATH. PHYS.; CHE; DA. 1979; VOL. 30; NO 3; PP. 548-552; ABS. GER; BIBL. 8 REF.Article

EFFECT OF VARIABLE CURVATURE ON FUNDAMENTAL FREQUENCY OF CLAMPED PARABOLIC ARCS. = EFFET DES VARIATIONS DE COURBURE SUR LES FREQUENCES FONDAMENTALES DES ARCS ENCASTRES PARABOLIQUESWANG TM.1975; J. SOUND VIBR.; G.B.; DA. 1975; VOL. 41; NO 2; PP. 247-251; BIBL. 6 REF.Article

BUCKLING OF SHALLOW ARCHES UNDER COMBINED DISTRIBUTED AND CONCENTRATED LOADSCASSIDY JR; PLAUT RH.1981; MECH. RES. COMMUN.; ISSN 0093-6413; USA; DA. 1981; VOL. 8; NO 1; PP. 41-45; BIBL. 8 REF.Article

POSTBUCKLING BEHAVIOR OF UNIFORMLY COMPRESSED CIRCULAR ARCHES WITH CLAMPED ENDSSCHMIDT R.1979; Z. ANGEW. MATH. PHYS.; CHE; DA. 1979; VOL. 30; NO 3; PP. 553-556; ABS. GER; BIBL. 11 REF.Article

ON CURVED FINITE ELEMENTS FOR THE ANALYSIS OF CIRCULAR ARCHES.YAMADA Y; EZAWA Y.1977; INTERNATION. J. NUMER. METHODS ENGNG; G.B.; DA. 1977; VOL. 11; NO 11; PP. 1635-1651; BIBL. 17 REF.Article

SNAPPING OF LOW ARCHES WITH NONUNIFORM STIFFNESS.SIMITSES GJ; RAPP IH III.1977; PROC. AMER. SOC. CIV. ENGRS, J. ENGNG MECH. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 1; PP. 51-65; BIBL. 10 REF.Article

ETUDE DYNAMIQUE D'ARCHES PARABOLIQUES D'EPAISSEUR VARIABLEMEDNIKAROV V; IVANOV I.1973; TEKH. MISAL; BALG.; DA. 1973; VOL. 10; NO 2; PP. 49-56; ABS. RUSSE ALLEM. ANGL.; BIBL. 4 REF.Serial Issue

BUCKLING OF A CLAMPED-HINGED CIRCULAR ARCH UNDER GAS PRESSURE AND RELATED PROBLEMSSCHMIDT R.1981; J. APPL. MECH.; ISSN 0021-8936; USA; DA. 1981; VOL. 48; NO 2; PP. 425-426; BIBL. 10 REF.Article

ON MINIMUM WEIGHT FUNICULAR ARCHES. = SUR LES ARCHES FUNICULAIRES DE POIDS MINIMALFIROOZBAKHSH K; FARSHAD M.1976; MECH. RES. COMMUNIC.; G.B.; DA. 1976; VOL. 3; NO 4; PP. 269-275; BIBL. 5 REF.Article

CONFIGURATION RATIONNELLE DES CONSTRUCTIONS EN ARCHE POUR DES CHARGES MOBILESGOL'DSHTEJN YU B; SOLOMESHCH MA.1976; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1976; NO 6; PP. 44-50Article

OSCILLATIONS LIBRES D'UN ARC PARABOLIQUE PHYSIQUEMENT NON LINEAIREMUSHENKOV YU A; BICHUK AI.1977; PRIKL. MEKH., U.S.S.R.; S.S.S.R.; DA. 1977; VOL. 13; NO 1; PP. 131-134; BIBL. 4 REF.Article

ON OPTIMAL ARCH DESIGN.NA TY; KURAJIAN GM.1977; J. ENGNG INDUSTRY; U.S.A.; DA. 1977; VOL. 99; NO 1; PP. 37-40; BIBL. 4 REF.Article

A COMPARATIVE STUDY OF HINGELESS ARCHES ON THE COMPUTER.BHIRUD LL.1974; INDIAN CONCR. J.; INDIA; DA. 1974; VOL. 48; NO 2; PP. 66-68Article

HINGELESS VERSUS TWO-HINGED ARCHES. = ARCHES NON ARTICULEES FACE AUX ARCHES A DOUBLE ARTICULATIONBHIRUD LL.1975; INDIAN CONCR. J.; INDIA; DA. 1975; VOL. 49; NO 2; PP. 56-68; BIBL. 1 REF.Article

CALCUL MATRICIEL DES ORDRES STATIQUEMENT INDETERMINEESIVAN M.1975; BUL. STI. TEH. INST. POLITEH. "TRAIAN VUIA" TIMISOARA, MAT., FIZ. MEC. TEOR. APL.; ROMAN.; DA. 1975; VOL. 20; NO 1; PP. 89-91; BIBL. 3 REF.Article

ETUDE THEORIQUE ET EXPERIMENTALE DE LA CAPACITE PORTANCE D'ARCS A DOUBLE ARTICULATIONSEBESHEV VG; CHAPLINSKIJ IA.1975; IZVEST. VYSSH. UCHEBN. ZAVED., STROITEL. ARKHIT.; S.S.S.R.; DA. 1975; VOL. 18; NO 9; PP. 43-49; BIBL. 1 REF.Article

BUCKLING OF SUPPORTED ARCHES UNDER THREE PRESSURE DISTRIBUTIONS.DYM CL.1977; J. APPL. MECH.; U.S.A.; DA. 1977; VOL. 44; NO 4; PP. 764-766; BIBL. 7 REF.Article

THE SHAKEDOWN OF CIRCULAR ARCHES FOR MOVABLE LOADS. = ECOULEMENT D'ARCHES CIRCULAIRES POUR DES CHARGES MOBILESCICHON C.1975; ROZPR. INZYN.; POLSKA; DA. 1975; VOL. 23; NO 4; PP. 641-656; ABS. POL. RUSSE; BIBL. 9 REF.Article

THE MAGNETIC STRUCTURE OF ARCH FILAMENT SYSTEMSFRAZIER EN.1972; SOLAR PHYS.; NETHERL.; DA. 1972; VOL. 26; NO 1; PP. 130-141; BIBL. 14 REF.Serial Issue