Using joint interactions to estimate paleostress ratios = Utilisation des interactions de diaclase pour estimer les rapports de paléocontrainteDYER, R.Journal of structural geology. 1988, Vol 10, Num 7, pp 685-699, issn 0191-8141Article

FIRST DAY; ROAD LOG FROM GRAND JUNCTION TO WHITEWATER, UNAWEEP CANYON, URAVAN, PARADOX VALLEY, LA SAL, ARCHES NATIONAL PARK, AND RETURN TO GRAND JUNCTION VIA CRESCENT JUNCTION, UTAH = PREMIER JOUR: CARNET DE ROUTE DE GRAND JUNCTION A WHITEWATER, UNAWEEP CANYON, PARADOX VALLEY, LA SAL, PARC NATIONAL DES ARCHES ET RETOUR A GRAND JUNCTION PAR CRESCENT JUNCTION, UTAHMOLENAAR CM; CRAIG LC; CHENOWETH WL et al.1981; GUIDEB. - N. M. GEOL. SOC.; ISSN 0077-8567; USA; DA. 1981; NO 32; PP. 1-16; ILL.Conference Paper

A theoretical study of the arch effectDENEV, D.International Conference on soil mechanics and geotechnical engineeringCongrés international de mécanique des sols et de la géotechnique. 2001, pp 1133-1136, isbn 90-2651-853-6, 3VolConference Paper

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

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

Étude du volcan YASUR: dans le cadre du programme « ARC VANUATU » 2007-2009PELLETIER, Bernard; ALLARD, Patrick; GARAEBITI, Esline et al.LAVE. Liaison des amateurs de volcanologie européenne. 2009, Num 138, pp 8-11, issn 0982-9601, 4 p.Article

Individualistes, mais d'un commun accord = Individualist but all togetherL'Architecture d'aujourd'hui. 1988, Num 257, pp 72-81, issn 0003-8695Article

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

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

L'hôpital change d'image = The image of hospital in changingL'Architecture d'aujourd'hui. 1988, Num 256, pp 2-11, issn 0003-8695Serial Issue

INITIAL POSTCRITICAL BEHAVIOR OF CIRCULAR ARCHES WITH HINGED ENDSSCHMIDT R.1979; INDUSTR. MATH.; USA; DA. 1979; VOL. 29; NO 1; PP. 27-38; BIBL. 11 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

R.I.V.P., La ville comme vrai dessein ... 88 = R.I.V.P., the rown as a true project ... 88Archit. Int. Cree. 1988, Num 224, pp 44-69, issn 0294-8567Article

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

Les années 50 = The fiftiesArchit. Int. Cree. 1988, Num 224, pp 108-139, issn 0294-8567Article

Stability of an elastic-plastic arch model under multiple loadsMIKKOLA, M. J; PLAUT, R. H; SHEU, H.-H et al.International journal of solids and structures. 1983, Vol 19, Num 12, pp 1027-1034, issn 0020-7683Article

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

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

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

Application du modèle GARCH à l'évaluation des options MONEP = Application of GARCH model to the evaluation of MONEP optionsVILLA, C.Journal de la Société de statistique de Paris. 1996, Vol 137, Num 2, pp 51-68, issn 0037-914XArticle

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

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

A note on the analysis of the first symmetric mode of vibration of circular arches of non-uniform cross-sectionVERNIERE DE IRASSAR, P. L; LAURA, P. A. A.Journal of sound and vibration. 1987, Vol 116, Num 3, pp 580-584, issn 0022-460XArticle