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CPM scheduling for construction : best practices and guidelines /

The present edition, an SEI collaboration with the PMI Scheduling Community of Practice, provides readers with a reference guide that is like having an experienced scheduling professional at hand. The book itself is laid out in a way that follows the phases of building a project schedule: from proje...

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Detalles Bibliográficos
Clasificación:Libro Electrónico
Formato: Electrónico eBook
Idioma:Inglés
Publicado: Newtown Square, Pennsylvania : Project Management Institute, [2014]
Temas:
Acceso en línea:Texto completo (Requiere registro previo con correo institucional)

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082 0 4 |a 690.068  |2 23 
049 |a UAMI 
245 0 0 |a CPM scheduling for construction :  |b best practices and guidelines /  |c edited by Christopher Carson, Peter Oakander, Craig Relyea. 
246 3 |a Critical Path Method scheduling for construction 
264 1 |a Newtown Square, Pennsylvania :  |b Project Management Institute,  |c [2014] 
264 4 |c ©2014 
300 |a 1 online resource (1 volume) :  |b illustrations 
336 |a text  |b txt  |2 rdacontent 
337 |a computer  |b c  |2 rdamedia 
338 |a online resource  |b cr  |2 rdacarrier 
588 0 |a Online resource; title from title page (Safari, viewed November 7, 2017). 
504 |a Includes bibliographical references. 
505 0 |a Title Page; Copyright Page; Table of Contents; Introduction; Scheduling Excellence Initiative Committee; Organizational Structure of the Volume; Section 1-Pre-Project Planning Phase; 1.1. Selecting the Project Controls Team; 1.1.1. Roles and Responsibilities; 1.1.2. Evaluation of Capabilities; 1.1.3. Team Formation; 1.2. Preparing a Pre-Project Planning Outline; Section 2-Schedule Design; 2.1. Schedule Design Process Overview; 2.2. Analytical Tools; 2.3. Schedule Buy-In; 2.4. Specification Requirements; 2.5. Critical Path Method; 2.5.1. Gantt Charts; 2.5.2. CPM Organization Methods 
505 8 |a 2.5.3. Arrow Diagram and Precedence Diagram Schedules2.6. Schedule Design and Management Plan; 2.6.1. Design of Baselines; 2.6.1.1. Initial Baseline Design; 2.6.1.2. Detailed Baseline Design; 2.6.1.3. Level of Detail; 2.6.2. Documentation of Schedule Assumptions; 2.6.3. Use of Multiple Schedules; 2.6.4. Early Completion Schedules; 2.6.4.1. Early Completion Schedules-Intentional; 2.6.4.2. Early Completion Schedules-Inadvertent; 2.6.5. Planning for Adverse Weather; 2.6.5.1. Interpretation of Historical Weather Data; 2.6.5.2. Methodology for Weather Planning 
505 8 |a 2.6.5.3. Accounting for Actual WeatherSection 3-Schedule Development; 3.1. Schedule Development Process Overview; 3.2. Schedule Development Philosophy and Theory; 3.2.1. Initial Baseline Development; 3.2.2. Detailed Baseline Development; 3.2.3. Initial and Detailed Baseline Review; 3.2.4. Initial and Detailed Baseline Approval; 3.2.5. Use of Narratives; 3.3. Scope Definition; 3.4. Schedule Structure; 3.4.1. Work Breakdown Structure; 3.4.2. Activity ID Coding; 3.4.3. Activity Coding; 3.4.4. Schedule Levels; 3.4.5. Milestones; 3.5. Activities; 3.5.1. Activity Types; 3.5.1.1. Tasks 
505 8 |a 3.5.1.2. Independent Activity3.5.1.3. Hammock or Level of Effort (Summary) Activities; 3.5.1.4. Milestones; 3.5.2. Activity Coverage; 3.5.2.1. Work Activities; 3.5.2.2. Administrative Activities; 3.5.2.3. Coordination Activities; 3.6. Durations; 3.6.1. Durations versus Update Frequency; 3.6.2. Estimating and Duration Verification; 3.6.3. Participation in Duration Review; 3.7. Sequencing and Logic; 3.7.1. Relationship Types; 3.7.2. Driving Relationships; 3.7.3. Use of Lags; 3.7.4. Open-Ended Activities; 3.7.5. Overlapping of Activities; 3.7.6. Critical Path; 3.8. Calendars 
505 8 |a 3.8.1. Use of Calendars3.8.2. Planning Unit-Hour/Day/Week; 3.8.3. Global Calendar; 3.8.4. Workweek Calendars; 3.8.5. Weather Calendars; 3.8.6. Holiday Calendars; 3.8.7. Resource Calendars; 3.9. Constraints; 3.9.1. Use of Constraints; 3.9.2. Mandatory Constraints; 3.9.3. Early Constraints; 3.9.4. Late Constraints; 3.9.5. Other Constraints; 3.10. Software Considerations; 3.10.1. Zero Free Float; 3.10.2. Zero Total Float; 3.10.3. Retained Logic versus Progress Override; 3.10.4. Start Float versus Finish Float versus Most Critical Float; 3.11. Resource-Loading; 3.11.1. Resource Leveling 
520 |a The present edition, an SEI collaboration with the PMI Scheduling Community of Practice, provides readers with a reference guide that is like having an experienced scheduling professional at hand. The book itself is laid out in a way that follows the phases of building a project schedule: from project planning to project definition and schedule design, to development, maintenance, and usage of the schedule. 
590 |a O'Reilly  |b O'Reilly Online Learning: Academic/Public Library Edition 
650 0 |a Building  |x Superintendence. 
650 0 |a Production scheduling. 
650 0 |a Construction industry  |x Management. 
650 0 |a Critical path analysis. 
650 6 |a Construction  |x Direction des travaux. 
650 6 |a Ordonnancement (Gestion) 
650 6 |a Construction  |x Industrie  |x Gestion. 
650 6 |a Méthode du chemin critique. 
650 7 |a Building  |x Superintendence  |2 fast 
650 7 |a Construction industry  |x Management  |2 fast 
650 7 |a Critical path analysis  |2 fast 
650 7 |a Production scheduling  |2 fast 
856 4 0 |u https://learning.oreilly.com/library/view/~/9781628250732/?ar  |z Texto completo (Requiere registro previo con correo institucional) 
994 |a 92  |b IZTAP