Implementation of Grid-computing Framework for Simulation in Multi-scale Structural Analysis
J. F. Hajjar, J. F. Abel, 1989,“Parallel Processing of Central Difference Transient Analysis for Three-Dimensional Nonlinear Framed Structures”, Communications in Applied Numerical Methods, Vol. 5, No. 1, pp. 39-46.
S. Modak, E. D. Sotelino, 2000,“The iterative group implicit algorithm for parallel transient finite element analysis”, International Journal for Numerical Methods in Engineering, Vol. 47, No. 4, pp. 869-885.
C. Farhat, F. X. Roux, 1991,“A method of finite element tearing and interconnecting and its parallel solution algorithm”, International Journal for Numerical Methods in Engineering, Vol. 32, No. 6, pp. 1205-1227.
H. M. Chen, G. C. Archer, 2005,“New domain decomposition algorithm for nonlinear substructures”, ASCE Journal of Computing in Civil Engineering, Vol. 19, No. 2, pp. 148-159.
A. D’Ambrisi, F. C. Fillippou, 1999,“Modeling of cyclic shear behavior in rc members”, ASCE Journal of Structural Engineering, Vol. 125, No. 10,pp. 1143-1150.
L. N. Lowes, A. Altoontash, 2003,“Modeling of reinforced concrete beam-column joints subjected to cyclic loading”, ASCE Journal of Structural Engineering, Vol. 129, No. 12, pp. 1686-1697.
H. M. Chen, D. Iranata, 2008, “Realistic simulation of reinforced concrete structural systems with combine of simplified and rigorous component model”, Structural Engineering and Mechanics, Vol. 30, No. 5, pp. 619-645.
ETABS Version 9, 2005. Computers and Structures, Inc., Berkeley, California.
ABAQUS Version 6.9, 2008. ABAQUS, Inc., Providence, Rhode Island.
- There are currently no refbacks.
IPTEK Journal of Science and Technology by Lembaga Penelitian dan Pengabdian kepada Masyarakat, ITS is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Based on a work at https://iptek.its.ac.id/index.php/jts.