2005Systems Engineering - Theory & PracticeRequires access

Uncertainty Analysis for Construction Scheduling with Flexible Network Simulation

Xiaogang Yang

Open publisher page 4 citations

Abstract

With the computer simulation for engineering construction based on flexible network, a breakthrough is made on the limitation of conventional PERT network planning which considers only single critical path and assumes that the duration of every conforms to beta distribution. Thus the simulation duration and critical path are not constant and each simulation result can only be regarded as a sample of the system model. Combining network planning simulation techniques and risk analysis, methods for counting the simulation running times and calculating completion probability or schedule risk are proposed. Besides, activity critical index is used to reflect the distribution of critical path. The uncertainty of construction scheduling planning is better described and more information about construction management is provided.

About this research paper

What this paper is about

With the computer simulation for engineering construction based on flexible network, a breakthrough is made on the limitation of conventional PERT network planning which considers only single critical path and assumes that the duration of every conforms to beta distribution. Thus the simulation duration and critical path are not constant and each simulation result can only be regarded as a sample of the system model. Combining network planning simulation techniques and risk analysis, methods for counting the simulation running times and calculating completion probability or schedule risk are proposed. Besides, activity critical index is used to reflect the distribution of critical path. The uncertainty of construction scheduling planning is better described and more information about construction management is provided.

Why it matters

OpenAlex reports 4 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

With the computer simulation for engineering construction based on flexible network, a breakthrough is made on the limitation of conventional PERT network planning which considers only single critical path and assumes that the duration of every conforms to beta distribution. Thus the simulation duration and critical path are not constant and each simulation result can only be regarded as a sample of the system model. Combining network planning simulation techniques and risk analysis, methods for counting the simulation running times and calculating completion probability or schedule risk are proposed. Besides, activity critical index is used to reflect the distribution of critical path. The uncertainty of construction scheduling planning is better described and more information about construction management is provided.

Key concepts: Critical path method, Computer science, Scheduling (production processes), Schedule, Duration (music), Probability distribution, Path (computing), Operations research

Related papers

Back to paper searchBrowse research topicsOriginal source
Uncertainty Analysis for Construction Scheduling with Flexible Network Simulation — Research Paper | ScholarLens