Flow through a laboratory sediment sample by computer simulation modeling

2007 ◽  
Vol 374 (2) ◽  
pp. 501-506 ◽  
Author(s):  
R.B. Pandey ◽  
Allen H. Reed ◽  
Edward Braithwaite ◽  
Ray Seyfarth ◽  
J.F. Gettrust
Keyword(s):  
Computer Simulation ◽  
Sediment Sample ◽  
Simulation Modeling ◽  
Flow Through

Computer Simulation Modeling of Pesticide Fate

2018 ◽  
pp. 87-111
Author(s):  
Virginia A. Ferreira ◽  
William K. Lauenroth
Keyword(s):  
Computer Simulation ◽  
Simulation Modeling

The use of discrete computer simulation modeling to estimate return on leadership development investment

2014 ◽  
Vol 25 (5) ◽  
pp. 1054-1068 ◽  
Author(s):  
Brett W. Richard ◽  
Elwood F. Holton ◽  
Vicky Katsioloudes
Keyword(s):  
Computer Simulation ◽  
Leadership Development ◽  
Simulation Modeling

Simulation of the construction of cable-stayed bridges

1998 ◽  
Vol 25 (3) ◽  
pp. 490-499 ◽  
Author(s):  
Dulcy M Abraham ◽  
Daniel W Halpin
Keyword(s):  
Computer Simulation ◽  
Simulation Modeling ◽  
Simulation Models ◽  
Interstate Highways ◽  
Simulation Techniques ◽  
Pedestrian Bridges ◽  
Cantilever Construction ◽  
Fertile Area ◽  
Computer Simulation Techniques ◽  
Cable Stayed Bridges

Cable-stayed bridges are ideal for spanning natural barriers of wide rivers, deep valleys, or ravines, and for pedestrian bridges crossing wide interstate highways. Modern construction of cable-stayed bridges makes use of the segmental balanced cantilever techniques and involves many repetitive cycles of placing the concrete segments (both cast-in-place and precast) and supporting cables. It provides a fertile area for the application of computer simulation techniques for the planning and analysis of the process, particularly for studying the interaction of resources used in the construction phase and also for assessing the productivity of the construction processes. This paper employs MicroCYCLONE, a microcomputer-based simulation program, for the modeling and simulation of the construction of two cable-stayed bridges: the Dame Point Bridge in the state of Florida, U.S.A., and the Tsukuhara Bridge in Hyuougo, Japan. The paper will also provide a brief explanation of the suspended long traveler method used on the Tsukuhara Bridge, the simulation models developed to analyze the construction processes, and the results of sensitivity analyses.Key words: simulation, modeling, construction, cable-stayed bridges, resources, productivity, balanced cantilever construction.

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