loading...
 This Article 
   
 Share 
   
 Bibliographic References 
   
 Add to: 
 
Digg
Furl
Spurl
Blink
Simpy
Google
Del.icio.us
Y!MyWeb
 
 Search 
   
High-Performance Computing on the Information Superhighway, HPC-Asia '97
Vector Algorithm for Multi-layered Reinforced Concrete Shell Element Stiffness Matrix
Seoul, Korea
April 28-May 02
ISBN: 0-8186-7901-8
ASCII Text
x 
 
Chang-SHik Min, "Vector Algorithm for Multi-layered Reinforced Concrete Shell Element Stiffness Matrix," High Performance Computing and Grid in Asia Pacific Region, International Conference on, pp. 621, High-Performance Computing on the Information Superhighway, HPC-Asia '97, 1997.
 
 
BibTex
x
 
@article{ 10.1109/HPC.1997.592220,
author = {Chang-SHik Min},
title = {Vector Algorithm for Multi-layered Reinforced Concrete Shell Element Stiffness Matrix},
journal ={High Performance Computing and Grid in Asia Pacific Region, International Conference on},
volume = {0},
year = {1997},
isbn = {0-8186-7901-8},
pages = {621},
doi = {http://doi.ieeecomputersociety.org/10.1109/HPC.1997.592220},
publisher = {IEEE Computer Society},
address = {Los Alamitos, CA, USA},
}
 
 
RefWorks Procite/RefMan/Endnote
x 
 
TY - CONF
JO - High Performance Computing and Grid in Asia Pacific Region, International Conference on
TI - Vector Algorithm for Multi-layered Reinforced Concrete Shell Element Stiffness Matrix
SN - 0-8186-7901-8
SP
EP
A1 - Chang-SHik Min,
PY - 1997
VL - 0
JA - High Performance Computing and Grid in Asia Pacific Region, International Conference on
ER -
 
Chang-SHik Min, Dept. of Ocean & Civil Engineering Cheju National University
A new vector computational algorithm is presented for calculating the stiffness matrices of multi-layered reinforced concrete shell elements. Each element stiffness matrix is represented in terms of three vector arrays of lengths 78, 96 and 36, respectively. One element stiffness matrix is calculated at a time without interruption in the vector calculations for the uncracked or cracked elements. It is shown that the present algorithm is 1.1 to 7.3 times more efficient then the vector algorithm developed by Min and Gupta on a Cray Y-MP supercomputer.
Citation:
Chang-SHik Min, "Vector Algorithm for Multi-layered Reinforced Concrete Shell Element Stiffness Matrix," hpcasia, pp.621, High-Performance Computing on the Information Superhighway, HPC-Asia '97, 1997
Usage of this product signifies your acceptance of the Terms of Use.