Cellular Automata in Optimum Shape of Brick Masonry Vault under Dynamic Loads

International Journal of Advanced Structural Engineering

مقاله 2، دوره 3، شماره 1، شهریور 2011

نویسندگان

Kaveh Kumarci؛ Afsaneh Banitalebi Dehkordi؛ Pooya Khosravyan Dehkordi

other

چکیده

This paper deal with optimum shape brick masonry vaults under dynamic loads by cellular automata. In this paper, vaults are modeled. Then they are analyzed and optimized under acceleration–time components of Elcentro earthquake. For vault response optimization, the results were used in cellular automata computational model. Then vaults are analyzed and optimized by modeling rules. The results of error range and time of analysis in automata cellular model and FEM software compared. Finally, comparing the results of CA (Cellular Automata) method and FEM (Finite Element Method) method, shows that although precision is less in CA method, but the time of analysis and optimization is so much smaller in it.

کلیدواژه‌ها

optimum shape؛ vault؛ brick masonry؛ dynamic load؛ tensile stress؛ cellular automata