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By Sangwon Chae, Soon-Bin Yim, Youngshin Han (auth.), Jong-Hyun Kim, Kangsun Lee, Satoshi Tanaka, Soo-Hyun Park (eds.)

This publication is a compilation of study accomplishments within the fields of modeling, simulation, and their purposes, as offered at AsiaSim 2011 (Asia Simulation convention 2011). The convention, held in Seoul, Korea, November 16–18, used to be equipped via ASIASIM (Federation of Asian Simulation Societies), KSS (Korea Society for Simulation), CASS (Chinese organization for procedure Simulation), and JSST (Japan Society for Simulation Technology). AsiaSim 2011 supplied a discussion board for scientists, academicians, and pros from the Asia-Pacific zone and different components of the realm to percentage their most modern intriguing examine findings in modeling and simulation methodologies, suggestions, and their instruments and purposes in army, conversation community, undefined, and common engineering problems.

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Additional resources for Advanced Methods, Techniques, and Applications in Modeling and Simulation: Asia Simulation Conference 2011, Seoul, Korea, November 2011, Proceedings

Sample text

2 (3) The time for an event routine execution Texecute is beN, where b is the average execution time of event routines. Therefore, the total time of a sequential simulation is: TS = ake 2 N + beN , 2 (4) and the total time of a parallel simulation can be described as: TP = ake N 2 N ( ) + be + v, 2 P P (5) where P is the number of LPs and v is the time due to synchronization overhead for parallel simulation. The speedup is the ratio of the sequential simulation time to the parallel simulation time.

This study makes it possible to draw conclusions about the configuration of regional groundwater systems by using a numerical model. The model uses finite difference numerical method commonly used to investigate saturated groundwater flow system. A two-dimensional (2-D) vertical cross-section is used in the model because it is useful to conceptualize the flow system, determine reasonable ranges of aquifer parameters, assets model boundaries, and to determine the most influential parameters in the system.

11 shows the eigenvalue against the meridional length θ a . The change of the eigenvalue is small and independent of the boundary condition at the edge for small θ a . The natural frequency is thus inversely proportional to the radius of the curvature R. The R is measured for the several directions in the shell diameter and the averaged value is used for the calculation. The comparisons are given in Table 1 for the each scale shell. The frequency here is the frequency of the note. The frequencies of the sound and the shell’s vibration are very close, which shows that the airloading to the vibration is very light.

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