参考文献/References:
[1] 王卓甫,欧阳红祥,李红仙.水利水电施工搭接网络进度风险计算[J].水利学报,2003,34(1):98-102.DOI:10.3321/j.issn:0559-9350.2003.01.019.
[2] 钟登华,闫玉亮,张隽,等.耦合改进PERT和BBNs的堆石坝施工进度风险分析[J].水利学报,2017,48(1):52-60.DOI:10.13243/j.cnki.slxb.20160595.
[3] 王卓甫,丁继勇,刘媛,等.基于Monte Carlo方法的PERT网络关键路线和最关键活动分析[J].系统工程与电子技术,2012,34(8):1646-1651.DOI:10.3969/j.issn.1001-506X.2012.08.21.
[4] 秦旋.概率型活动网络的计算机模拟[J].华侨大学学报(自然科学版),1998,19(1):54-60.DOI:10.11830/ISSN.1000-5013.1998.01.0050.
[5] ANG A.Analysis of activity networks under uncertainty[J].Journal of Engineering Mechanics Division,1975,101(4):373-387.DOI:10.1007/s10951-010-0163-3.
[6] DITLEVSEN O. Narrow reliability bounds for structural systems[J]. Journal of Structural Mechanics, 1979(4): 453-472.DOI:10.1080/03601217908905329.
[7] ARDITI D,LEE D E.Automated statistical analysis in stochastic project scheduling simulation[J].Journal of Construction Engineering and Management,2006,132(3):268-277.
[8] LU Ming,ABOURIZK S M.Simplified CPM/PERT simulation model[J].Journal of Construction Engineering and Management,2000,126(3):219-226.DOI:10.1061/(ASCE)0733-9364(2000)126:3(219).
[9] 刘迅,毕远志.应用DBR理论的网络进度计划完工工期仿真[J].华侨大学学报(自然科学版),2017,38(4):477-482.DOI:10.11830/ISSN.1000-5013.201704007.
[10] 沙宏明,李春明,丁百龙.基于计划评审技术MCS模型的工期风险分析[J].沈阳建筑大学学报(社会科学版),2011,13(3):311-315.
[11] 王仁超,欧阳斌,褚春超.工程网络计划蒙特卡洛仿真研究[J].水利水电技术,2003,34(11):63-66.
[12] HERREN’AS-VELASCO J M,HERRER’AS-PLEGUEZUELO R,DORP J R.Revisiting the PERT mean and variance[J].European Journal of Operational Research,2011,210(2):448-451.DOI:10.1016/j.ejor.2010.08.014.
[13] 王卓甫.工程进度风险计算研究[D].南京:河海大学,2002.
[14] CHO J G,YUM B J.Functional estimation of activity criticality indices and sensitivity analysis of expected project completion time[J].Journal of the Operational Research Society,2004,55(8):850-859.
[15] LIU Yuan,WANG Zhoufu.Analysis of project shedule risk indexes in PERT network using Monte Carlo simulation[J].Advanced Materials Research,2013,760/761/762:2205-2211.
[16] FORTIN J,ZIELISKI P,DUBOIS D,et al.Criticality analysis of activity networks under interval uncertainty[J].Journal of Scheduling,2010,13(6):609-627.DOI:10.1007/s10951-010-0163-3.
[17] GHOMI S M T F,TEIMOURIB E.Path critical index and activity critical index in PERT networks[J].European Journal of Operational Research,2002,141(1):147-152.DOI:10.1016/S0377-2217(01)00268-5.
[18] LI Wenying,LIU Xiaojun.Progress risk assessment for spliced network of engineering project based on improved PERT[J].Systems Engineering Procedia,2011(1):271-278.DOI:10.1016/j.sepro.2011.08.042.
[19] LI Chunqing,ZHANG Guomin,HOSSEINIAN S M.A fast and accurate method to predict reliability of project completion time[J].Journal of Civil Engineering and Management,2017,23(1):37-46.
[20] HEGAB M Y,NASSAR K M.Developing a complexity measure for project schedules[J].Journal of Construction Engineering and Management,2006,132(6):554-561.DOI:10.1061/(ASCE)0733-9364(2006)132:6(554).
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