- Conference Session
- Innovation in Construction Engineering Education I
- Collection
- 2008 Annual Conference & Exposition
- Authors
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Kun-jung Hsu, Leader University
- Tagged Divisions
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Construction
time-cost tradeoff curve. The diagrammatic expression of critical path method andmathematical method will be combined with interaction way, by which a more clear and efficientexposition of solving the time-cost tradeoffs problem.Bibliography1. Burns, S-A, Liu, L., and Feng, C-W., 1996, LP/IP hybrid Method for Construction Time-Cost Trade-off Analysis, Construction Management and Economics, 14: 265276.2. Elmaghraby, S.E., Pulat, P.S., 1979, Optimal Project Compression. with Due Dated Events, Nay. Research Logistics Q., 26 (2), 331-348.3. Fulkerson, D. R., 1961. A Network Flow Computation for Project Cost Curves, Management Science, Vol. 7, No. 2. (Jan., 1961), pp. 167-178.4. Kelley Jr., James E., 1961 Critical-Path Planning and
- Conference Session
- Sustainability in Construction Engineering
- Collection
- 2008 Annual Conference & Exposition
- Authors
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Ifte Choudhury
- Tagged Divisions
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Construction
, D., 1979. “Foreign investments and the management of political risk”, Boulder, CO: Westview Press.4. Ling, F. Y. Y. & Hoi, L., 2005. “Risks faced by Singapore firms when undertaking construction projects in India”, International Journal of Project Management, Vol. 24, pp. 261-2705. Wang, S. Q. Tiong, R. L. K., & Ting, S. K., 1999. “Political risks: Analysis of key contract clauses in China’s BOT projects”, Journal of Construction Engineering and Management, Vol. 125, No. 3, pp. 190-197.6. Asian Development Bank, 1997. “Country synthesis of post-evaluation findings in Bangladesh”, Dhaka, Bangladesh: Bangladesh Resident Mission.7. Choudhury, I. & Rajan, S. S., 2003. “Time-cost relationship for residential