مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

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Information Journal Paper

Title

CELLULAR AUTOMATA IN OPTIMUM SHAPE OF BRICK MASONRY VAULT UNDER DYNAMIC LOADS

Pages

  23-42

Abstract

 This paper deals with OPTIMUM SHAPE BRICK MASONRY VAULTs under DYNAMIC LOADs by CELLULAR AUTOMATA. In this paper, the 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.

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    Cite

    APA: Copy

    KUMARCI, KAVEH, BANITALEBI DEHKORDI, AFSANEH, & KHOSRAVYAN DEHKORDI, POOYA. (2011). CELLULAR AUTOMATA IN OPTIMUM SHAPE OF BRICK MASONRY VAULT UNDER DYNAMIC LOADS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, 3(1), 23-42. SID. https://sid.ir/paper/319703/en

    Vancouver: Copy

    KUMARCI KAVEH, BANITALEBI DEHKORDI AFSANEH, KHOSRAVYAN DEHKORDI POOYA. CELLULAR AUTOMATA IN OPTIMUM SHAPE OF BRICK MASONRY VAULT UNDER DYNAMIC LOADS. INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING[Internet]. 2011;3(1):23-42. Available from: https://sid.ir/paper/319703/en

    IEEE: Copy

    KAVEH KUMARCI, AFSANEH BANITALEBI DEHKORDI, and POOYA KHOSRAVYAN DEHKORDI, “CELLULAR AUTOMATA IN OPTIMUM SHAPE OF BRICK MASONRY VAULT UNDER DYNAMIC LOADS,” INTERNATIONAL JOURNAL OF ADVANCED STRUCTURAL ENGINEERING, vol. 3, no. 1, pp. 23–42, 2011, [Online]. Available: https://sid.ir/paper/319703/en

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