[1] Skibniewski M J, Son J. Multiheuristic approach for resource leveling problem in construction engineering: hybrid approach[J]. Journal of Construction Engineering & Management, 1999, 125(1): 23-31. [2] Savin D, Alkass S, Fazio P. Construction resource leveling using neural networks[J]. Canadian Journal of Civil Engineering, 1996, 23(23): 917-925. [3] Ahuja H N. Construction performance control by networks[M]. New York: John Wiley and Sons, 1976. 75-80. [4] Easa S M. Resource leveling in construction by optimization[J]. Journal of Construction Engineering & Management, 1989, 115(2): 302-316. [5] Bandelloni M, Tucci M, Rinaldi R. Optimal resource leveling using non-serial dyanamic programming[J]. European Journal of Operational Research, 2007, 78(2): 162-177. [6] Neumann K, Zimmermann J. Exact and truncated branch-and-bound procedures for resource-constrained project scheduling with discounted cash flows and general temporal constraints[J]. Central European Journal of Operations Research, 2002, 10(4): 419-424. [7] 乞建勋,王强,贾海红.基于熵权和粒子群的资源均衡新方法研究[J].中国管理科学,2008,16(1):90-95. [8] Doulabi S H, Seifi A, Shariat S Y. An efficient hybrid genetic algorithm for resource leveling via activity splitting[J]. Journal of Construction Engineering & Management, 2011, 137(2): 137-146. [9] Harris R B, Ioannou P G. Scheduling projects with repeating activities[J]. Journal of Construction Engineering and Management, 1998, 124(4): 269-278. [10] Kallantzis A, Lambropoulos S. Correspondence of activity relationships and critical path between time-location diagrams and CPM[J]. Operational Research, 2004, 4(3): 277-290. [11] Kallantzis A, Soldatos J, Lambropoulos S. Linear versus network scheduling: a critical path comparison[J]. Journal of Construction Engineering & Management, 2007, 133(7): 483-491. [12] Yamín R A, Harmelink D J. Comparison of linear scheduling model (LSM) and critical path method(CPM)[J]. Journal of Construction Engineering & Management, 2001, 127(5): 374-381. [13] Mattila K G, Abraham D M. Resource leveling of linear schedules using integer linear programming[J]. Journal of Construction Engineering & Management, 1998, 124(3): 232-244. [14] Harmelink D J, Rowings J E. Linear-scheduling model: development of controlling activity path[J]. Journal of Construction Engineering & Management, 1998, 124(4): 263-268. [15] Lucko G, Orozco A A P. Resource leveling of linear schedules with singularity functions[C]. Austin: IEEE, 2009. 2441-2452. [16] Damci A, Arditi D, Polat G. Impacts of different objective functions on resource leveling in Line-of-Balance scheduling[J]. KSCE Journal of Civil Engineering, 2016, 20(1): 58-67. [17] Damci A, Arditi D, Polat G. Resource leveling in line-of-balance scheduling[J]. Computer-Aided Civil and Infrastructure Engineering, 2013, 28(9): 679-692. [18] Ammar M A. LOB and CPM integrated method for scheduling repetitive projects[J]. Journal of Construction Engineering and Management, 2013, 139(1): 44-50. [19] Kallantzis A, Lambropoulos S. Critical path determination by incorporating minimum and maximum time and distance constrains into linear scheduling[J]. Engineering Construction and Architectural Management, 2004, 11(3): 211-222. [20] Zhang L, Qi J. Controlling path and controlling segment analysis in repetitive scheduling method[J]. Journal of Construction Engineering & Management, 2012, 11(4): 1341-1345. [21] Su Y, Lucko G. Comparison and renaissance of classic line-of-balance and linear schedule concepts for construction industry[J]. Procedia Engineering, 2015, 123: 546-556. |