A 3-STAGE METHOD FOR SELECTION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS

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BEHNAMFAR F.; NOORAEI M.; TALEBI M.

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Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2017 | Volume:49 | Issue:1 Page(s): 39-41

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Information Journal Paper

Title

A 3-STAGE METHOD FOR SELECTION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS

Author(s)

BEHNAMFAR F. | NOORAEI M. | TALEBI M. | Issue Writer Certificate

Keywords

GROUND MOTIONQ1

SELECTIONQ1

MODIFICATIONQ1

NONLINEARQ1

TIME HISTORYQ1

Abstract

In this study, a three-step screening process is presented for SELECTION of consistent earthquake records in which number of suitable earthquakes is quickly screened and reduced from a few thousands to a handful number for practical use in the TIME HISTORY analysis. Records that remain at the end of this screening process are the most appropriate for the studied structures meaning that they considerably reduce the dispersion of structural responses.

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APA: Copy

BEHNAMFAR, F., NOORAEI, M., & TALEBI, M.. (2017). A 3-STAGE METHOD FOR SELECTION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 49(1), 39-41. SID. https://sid.ir/paper/356404/en

Vancouver: Copy

BEHNAMFAR F., NOORAEI M., TALEBI M.. A 3-STAGE METHOD FOR SELECTION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2017;49(1):39-41. Available from: https://sid.ir/paper/356404/en

IEEE: Copy

F. BEHNAMFAR, M. NOORAEI, and M. TALEBI, “A 3-STAGE METHOD FOR SELECTION OF GROUND MOTIONS FOR DYNAMIC TIME HISTORY ANALYSIS,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 49, no. 1, pp. 39–41, 2017, [Online]. Available: https://sid.ir/paper/356404/en

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