Period-simulation of CRTSⅢ slab track based on Monte Carlo simulation and BIM

被引：0

作者：

Wang W. ^{[1
,2
]}

Lei X. ^{[1
,2
]}

Du X. ^{[3
]}

Wang J. ^{[3
]}

He X. ^{[4
]}

机构：

[1] School of Civil Engineering, Central South University, Changsha

[2] Key Laboratory of Engineering Structures of Heavy Haul Railway of Ministry of Education, Central South University, Changsha

[3] Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing

[4] China Railway Design Corporation, Tianjin

来源：

Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2019年 / 50卷 / 07期

关键词：

Building information modeling (BIM); CRTSⅢ slab track; Monte Carlo simulation; Network plan; Project schedule;

D O I：

10.11817/j.issn.1672-7207.2019.07.019

中图分类号：

学科分类号：

摘要：

Based on CRTSⅢ slab track on a 32 m standard simple-supported girder of high-speed railway bridge, three-dimensional simulation of the paving process and duration was carried out. According to the paving technology of CRTSⅢ slab track on the 32 m simple-supported girder, the paving process was divided into 16 stages. The duration specimen of process was obtained from the construction site of Beijing-Shenyang high-speed railway, and each has 100 groups, which was used to detemine the duration probability distribution of each process. The process and total durations of the track were simulated with Monte Carlo method based on the double codename network plan diagram, thus the total duration probability distribution of CRTSⅢ slab track on a 32 m simple-supported girder was determined. The BIMmodel for track paving which could simulate the duration information was established by Revit software. The results show that it can display the simulation results of duration vividly and achieve the visual management of CRTSⅢ slab track paving process and construction quality archives. © 2019, Central South University Press. All right reserved.

引用

页码：1655 / 1661

页数：6

共 19 条

[1]

Zhu J., Pei K., Development and Counter- measures of railway informatization in the 21st century, China Railway Science, 21, 1, pp. 18-24, (2000)

[2]

Wang X., Study and Application of simulation method for railway bridge engineering cost based on uncertain network diagram, pp. 11-12, (2013)

[3]

Opinions of the general office of the state council on promoting the sustainable and healthy development of the construction industry, pp. 1-5, (2017)

[4]

Duan X., Exploration and realization of BIM design of large-scale railway engineering, Railway Standard Design, 60, 12, pp. 124-127, (2016)

[5]

Xia Y., Tan Q., Cai X., Et al., Railway BIM applied to 3D line scene construction, Railway Computer Application, 27, 7, pp. 95-98, (2018)

[6]

Xie Z., Han Y., Qi Y., Et al., A scheduling algorithm for multi-core based on critical path and task duplication, Journal of National University of Defense Technology, 29, 1, pp. 172-177, (2014)

[7]

Kelley J.E., Walker M.R., Critical path planning and scheduling, Proceedings of the Eastern Joint Computer Conference, pp. 160-173, (1959)

[8]

Clark C.E., The PERT model for the distribution of an activity time, Operations Research, 10, 3, pp. 405-406, (1962)

[9]

Hahn E.D., Mixture densities for project management activity times: a robust approach to PERT, European Journal of Operational Research, 188, 2, pp. 450-459, (2008)

[10]

Malcolm D.G., Roseboom J.H., Clark C.E., Et al., Application of technique for a research and development program evaluation, Operations Research, 7, 5, pp. 646-669, (1959)

← 1 2 →