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TECHNIQUES TO IMPROVE POWER PLANT PRODUCTIVITYSHURTZ S.1978; AMERICAN POWER CONFERENCE/1978/CHICAGO; USA; DA. 1978; 13 P.Conference Paper

CRITICAL PATH ANALYSIS IN PROJECT MANAGEMENT = ANALYSE PAR LA METHODE DU CHEMIN CRITIQUE DANS LA GESTION DE PROJETSRINIVAS PRASAD HS.1980; J. INST. ENG., INDIA, CIV. ENG. DIV.; ISSN 0373-1995; IND; DA. 1980; VOL. 60; NO 5; PP. 271-275; BIBL. 5 REF.Article

PRODUCTIVITY IN THE CONSTRUCTION INDUSTRY MANAGEMENT PROCESSES.PELTIER EJ.1978; ENGNG ISSUES; U.S.A.; DA. 1978; VOL. 104; NO 1; PP. 53-56Article

CRITICAL PATH SCHEDULING: AN OVERVIEW AND A PRATICAL ALTERNATIVE = PROGRAMMATION PAR LA METHODE DU CHEMIN-CRITIQUE: APERCU GENERAL DE LA QUESTION ET PRESENTATION DE LA METHODE CONCUE COMME UNE ALTERNATIVE PRATIQUEPINNELL SS.1980; CIV. ENGNG.; USA; DA. 1980; VOL. 50; NO 7; PP. 66-70Article

CONCRETE DAM CONSTRUCTION: A CRITICAL PATH METHOD APPROACH.JOSHI LS.1976; INDIAN CONCR. J.; INDIA; DA. 1976; VOL. 50; NO 12; PP. 367-374 (5P.); BIBL. 4 REF.Article

PROJEKTORORGANISATION UND NETZPLANTECHNIK = ORGANISATION D'UN PROJET ET METHODE DU CHEMIN CRITIQUEVON WEDEL K.1979; AUFBEREIT.-TECH.; DEU; DA. 1979; VOL. 20; NO 3; PP. 158-161; ABS. ENG/FRE; BIBL. 2 REF.Article

ECONOMICAL DESIGN OF SINGLE SOURCE DISTRIBUTION NETWORKS BY CRITICAL PATH METHOD.BHAVE PR.1977; J. INSTIT. ENGRS (INDIA), ENVIRONMENT. ENGNG DIV.; INDIA; DA. 1977; VOL. 58; NO 1; PP. 1-7; BIBL. 15 REF.Article

WATER CONDUCTOR SYSTEM CONSTRUCTION BY PROJECT MANAGEMENT NETWORK.JOSHI LS.1977; INDIAN CONCR. J.; INDIA; DA. 1977; VOL. 51; NO 2; PP. 45-50; BIBL. 4 REF.Article

LES SYSTEMES DE PLANIFICATION ET LA PLANIFICATION DES CHANTIERSDE WIT J.1981; REV., C.S.T.C.; BEL; DA. 1981; VOL. 16; NO 4; PP. 2-16; ABS. ENG/GER; BIBL. 11 REF.; IDEM FLEArticle

ECONOMIC ANALYSIS OF ACCELERATED CONSTRUCTION.MORRIS D.1977; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 2; PP. 273-286; BIBL. 6 REF.Article

SCHEDULING NETWORK LOOP DETECTION. = DETECTION EN BOUCLE DU RESEAU D'ORDONNANCEMENTCRANDALL KC.1977; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 555-565; BIBL. 3 REF.Article

SETTING HIGHWAY CONSTRUCTION CONTRACT DURATION = ESTIMATION DE LA DUREE DES TRAVAUX DANS LES CONTRATS DE CONSTRUCTION D'AUTOROUTESHANCHER DE; ROWINGS JE.1981; PROC. AM. SOC. CIV. ENG., J. CONSTR. DIV.; ISSN 0569-7948; USA; DA. 1981; VOL. 107; CO 2; PP. 169-179Article

SELECTING PIPE SIZES IN NETWORK OPTIMIZATION BY LP = SELECTION DES DIMENSIONS DES CANALISATIONS DANS L'OPTIMISATION D'UN RESEAU PAR PROGRAMMATION LINEAIREBHAVE PR.1979; PROC. AMER. SOC. CIV. ENGRS, J. HYDRAUL. DIV.; USA; DA. 1979; VOL. 105; NO 8; PP. 1019-1025; BIBL. 5 REF.Article

COST CONTROL SIMULATION AND DECISION MATING. = PROGRAMME DE SIMULATION DE CONTROLE DU COUT ET PRISE DE DECISIONBORCHERDING JD.1977; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 577-591; BIBL. 9 REF.Article

CPM. COST CONTROL BY COMPUTER.POPESCU C.1977; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 4; PP. 593-609; BIBL. 13 REF.Article

AN INVESTIGATION OF THE USE OF NETWORK TECHNIQUES IN RESEARCH AND DEVELOPMENT MANAGEMENTDUNNE EJ JR; KLEMENTOWSKI LJ.1982; IEEE TRANS. ENG. MANAGE.; ISSN 0018-9391; USA; DA. 1982; VOL. 29; NO 3; PP. 74-78; BIBL. 19 REF.Article

COST AND TIME SCALED NETWORKS: GRAPHICAL MODEL.BALAGURU PN; VENKATASAMY RAMAKRISHNAN; NAAMAN AE et al.1977; PROC. AMER SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 2; PP. 179-190; BIBL. 14 REF.Article

A note on activity floats in activity-on-arrow networksZHAO, T; TSENG, C-L.The Journal of the Operational Research Society. 2003, Vol 54, Num 12, pp 1296-1299, issn 0160-5682, 4 p.Article

Criticism of CPM for projet planning analysis = Critique de l'utilisation de la méthode du chemin critique dans la planification d'un projetJAAFARI, A.Journal of construction engineering and management. 1984, Vol 110, Num 2, pp 222-233, issn 0733-9364Article

Unified activity network model = Modèle unifié de réseau d'activitéHENDRICKSON, C; ZOZAYA-GOROSTIZA, C.Journal of computing in civil engineering. 1989, Vol 3, Num 2, pp 192-200, issn 0887-3801Article

Simulating Construction Duration for Multistory Buildings with Controlling ActivitiesNGUYEN, Long D; PHAN, Duc H; TANG, Llewellyn C. M et al.Journal of construction engineering and management. 2013, Vol 139, Num 8, pp 951-959, issn 0733-9364, 9 p.Article

CONCEPTS OF PROJECT PLANNING AND CONTROL.PAULSON BC JR.1976; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1976; VOL. 102; NO 1; PP. 67-80; BIBL. 18 REF.Article

COST-TIME MODEL FOR LARGE CPM PROJECT NETWORKS.PANAGIOTAKOPOULOS D.1977; PROC. AMER. SOC. CIV. ENGRS, J. CONSTR. DIV.; U.S.A.; DA. 1977; VOL. 103; NO 2; PP. 201-211; BIBL. 8 REF.Article

PLANNING AND CONSTRUCTION SEQUENCE AT ITAIPULYRA FH.1982; INT. WATER POWER DAM CONSTR.; ISSN 0306-400X; GBR; DA. 1982; VOL. 34; NO 5; PP. 27-30Article

CPM/COST: AN INTEGRATED APPROACH = INTEGRATION DE LA PREVISION DES COUTS DANS LA METHODE CPMSEARS GA.1981; PROC. AM. SOC. CIV. ENG., J. CONSTR. DIV.; ISSN 0569-7948; USA; DA. 1981; VOL. 107; CO 2; PP. 227-238; BIBL. 8 REF.Article

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