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OCJENA TOCNOSTI AEROFOTOGRAMETRIJSKOG ADREDIVANJA NA OSNOVU PRECIZNIH GEOETSKIH KONTROLNIH PODATAKA = EVALUATION DE LA PRECISION DE DETERMINATION AEROPHOTOGRAMMETRIQUE SUR LA BASE DE DONNEES DE CONTROLE GEODESIQUESBRAUM F.1982; GEOD. LIST; ISSN 0016-710X; YUG; DA. 1982; VOL. 36; NO 7-9; PP. 165-168; ABS. GER; BIBL. 2 REF.Article

REALISATION DE POINTS GEODESIQUES POUR LE LEVE D'OBJETS ALLONGESSTARODUBTSEV VG.1981; GEOD. KARTOGR.; ISSN 0016-7126; SUN; DA. 1981; NO 11; PP. 30-31Article

CONFORMAL PROJECTION WITH SPECIFIED SCALE AT SELECTED POINTS.LEE LP.1975; SURV. REV.; G.B.; DA. 1975; VOL. 23; NO 178; PP. 187-188; BIBL. 5 REF.Article

A UNIQUE COMBINED GEODETIC AND PHOTOGRAMMETRIC HIGH-PRECISION SURVEY.WALKER JW; BOWLES LD; YATER RR et al.1975; IN: SYMP. CLOSE-RANGE PHOTOGR. SYST.; CHAMPAIGN, ILL.; 1975; FALLS CHURCH, VA.; AM. SOC. PHOTOGR.; DA. 1975; PP. 500-521Conference Paper

MARKING ERTS IMAGES WITH A SMALL MIRROR REFLECTOR.EVANS WE.1974; PHOTOGRAMM. ENGNG.; U.S.A.; DA. 1974; VOL. 40; NO 6; PP. 665-671Article

RESEAU DE CONTROLE DE LEVE DANS UNE REGION EN CONSTRUCTIONCZAJA J; GMYREK J.1976; GEOD. I KARTOGR.; POLSKA; DA. 1976; VOL. 25; NO 4; PP. 257-270; ABS. RUSSE ANGL.; BIBL. 5 REF.Article

UNE METHODE PHOTOGRAMMETRIQUE ANALYTIQUE DE CONTROLE DES CARTES TOPOGRAPHIQUES EXISTANTES.LACOMME LAHOURGUETTE A; DENEGRE J.1975; SOC. FR. PHOTOGRAMM., BULL.; FR.; DA. 1975; NO 27; PP. 17-22; ABS. ANGL.; BIBL. 1/2 P.; (SOC. INT. PHOTOGRAMM. COMM. IV. SYMP. REV. CONTROLE, MODELES NUMER., CADASTRE. I; PARIS; 1974)Conference Paper

CONSTRUCTION OF THREE DIMENSIONAL CONTROLS IN CLOSE-RANGE PHOTOGRAMMETRY.ABDEL AZIZ YI.sdIN: 41ST ANNU. MEET. AM. SOC. PHOTOGRAMM.; WASHINGTON, D.C.; 1975; S.L.; DA. S.D.; PP. 736-749; BIBL. 5 REF.Conference Paper

THE CONTROL POINT LIBRARY BUILDING SYSTEMNIBLACK W.1981; PHOTOGRAMM. ENG. REMOTE SENSING; ISSN 0099-1112; USA; DA. 1981; VOL. 47; NO 12; PP. 1709-1715; BIBL. 7 REF.Article

CONTEMPORARY PROBLEMS IN TERRESTRIAL PHOTOGRAMMETRY.ERLANDSON JP; VERESS SA.1974; PHOTOGRAMM. ENGNG.; U.S.A.; DA. 1974; VOL. 40; NO 9; PP. 1079-1085; BIBL. 9 REF.Article

CONTEMPORARY PROBLEMS IN TERRESTRIAL PHOTOGRAMMETRY.ERLANSON JP; VERES SA.1974; PHOTOGRAMM. ENGNG; U.S.A.; DA. 1974; VOL. 40; NO 9; PP. 1079-1085; BIBL. 9 REF.Article

THE THREE POINT RESECTION: AN ALTERNATE METHOD = LE RECOUPEMENT PAR TROIS POINTS: UNE AUTRE METHODE DE CALCULKING RH.1983; CIV. ENG. ASCE; ISSN 0360-0556; USA; DA. 1983; VOL. 53; NO 4; PP. 67-68Article

AUTOMATIC RELOCATION OF GROUND CONTROL POINTS IN LANDSAT IMAGERYBENNY AH.1983; INTERNATIONAL JOURNAL OF REMOTE SENSING; ISSN 0143-1161; GBR; DA. 1983; VOL. 4; NO 2; PP. 335-342; BIBL. 9 REF.Article

THE NEED FOR GEODETIC CONTROL ON RAPID TRANSIT SYSTEMS.KOR JS.1975; IN: AM. CONGR. SURV. MAPP. ANNU. MEET. 35. PROC.; WASHINGTON, D.C.; 1975; WASHINGTON; AM. CONGR. SURV. MAPP.; DA. 1975; PP. 186-189Conference Paper

GEODETIC CONTROL MARK INVENTORY.WAGEMAKER TR.sdIN: 40TH ANNU. MEET. AM. SOC. PHOTOGRAMM.; ST. LOUIS, MO.; 1974; FALLS CHURCH, VA.; A.S.P.; DA. S.D.; PP. 543-572Conference Paper

DATUM DEFINITION BY FREE NET ADJUSTMENTPAPO HB; PERLMUTTER A.1981; BULL. GEOD.; ISSN 0007-4632; FRA; DA. 1981; VOL. 55; NO 3; PP. 218-226; BIBL. 9 REF.Article

DAS PUNKTUEBERTRAGUNGSGERAET PM-1. EIN NEUER BAUSTEIN IM ZEISS-SYSTEM FUER ANALYTISCHE PHOTOGRAMMETRIE = L'APPAREIL PM1-ZEISS POUR LE REPORT DE POINTS D'APPUI EN AEROTRIANGULATION ANALYTIQUESCHWEBEL R.1980; BILDMESS. U. LUFTBILDWES.; DEU; DA. 1980; VOL. 48; NO 1; PP. 5-14; ABS. ENG/FRE; BIBL. 3 REF.Article

LA PRECISION DES MESURES AEROPHOTOGRAMMETRIQUES DANS LES EXPLOITATIONS A CIEL OUVERT.DRESSLER K.1976; REV. IENA; ALLEM.; DA. 1976; VOL. 16; NO 2; PP. 74-76; BIBL. 5 REF.Article

DETERMINATION DE LA STABILITE DES POINTS DE REFERENCE INITIAUX DANS L'ETUDE DES GLISSEMENTS DE TERRAIN PRES DE BALCIKTSENKOV TS.1977; VISSHA GEOD.; BALG.; DA. 1977; NO 3; PP. 83-88; ABS. ANGL. RUSSE; BIBL. 4 REF.Article

CONTROL POINT MEASUREMENTS ON MARINER 10 PICTURES OF MERCURY.DAVIES ME; KATAYAMA FY; ROTH JA et al.1976; RAND-R-2090-NASA; U.S.A.; DA. 1976; PP. (88P.); BIBL. 5 REF.Report

LES PRESCRIPTIONS POUR L'EXECUTION ET LE CONTROLE DE RECEPTION DES CARTES TECHNIQUES AUX ECHELLES DE I:10000, I:5000, I:2000 ET I:1000, PROPOSEES PAR LA COMMISSION GEODOSIQUE ITALIENNE.CUNIETTI M.1975; SOC. FR. PHOTOGRAMM., BULL.; FR.; DA. 1975; NO 57; PP. 23-28; ABS. ANGL.; BIBL. 1/2 P.; SOC. INT. PHOTOGRAMM. COMM. IV. SYMP. REV. CONTROLE, MODELES NUMER., CADASTRE. I; PARIS; 1974)Conference Paper

ON THE USE OF ORBITAL DATA TO CONTROL CONVENTIONAL SURVEY DATA.GREVE CW.1973; IN: AM. SOC. PHOTOGRAMM. FALL CONV. PROC.; LAKE BUENA VISTA, FLA.; 1973; FALLS CHURCH, VA.; A.S.P.; DA. 1973; VOL. 1; PP. 308-321Conference Paper

POST BLOCK AERIAL SURVEYING.MERCHANT DC.1973; IN: AM. SOC. PHOTOGRAMM. FALL CONV. PROC.; LAKE BUENA VISTA, FLA.; 1973; FALLS CHURCH, VA.; A.S.P.; DA. 1973; VOL. 1; PP. 260-265; BIBL. 5 REF.Conference Paper

CONTROL SURVEY, A FUNDAMENTAL TASK OF GEODESYRINNER K.1979; SUOM. GEOD. LAITOK. JULK.; FIN; DA. 1979; NO 89; PP. 157-165; BIBL. 6 REF.Article

POSITION DETERMINATION OF MARINE CONTROL POINTS.YAMAZAKI A.1975; J. GEOD. SOC. JAP.; JAP.; DA. 1975; VOL. 21; NO 3; PP. 159-169; ABS. JAP.; BIBL. 7 REF.Article

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