THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING

Barbaros Atmaca; Mustafa Ergun; Şevket Ateş

THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING

Abstract

In this paper, seven real earthquake records are scaled according to Eurocode 8 design acceleration spectrum by using SESCAP (Selection and Scaling Program). SESCAP is a scaling program based on time domain scaling method and developed by using MATLAB, GUI software. Real and scaled earthquake records are used for linear time history analyses of a six-storied reinforced concrete building modeled as spatial by SAP2000. Eurocode 8 allows the use of real earthquake records for linear and nonlinear time history analyses of structures. In the case of using three earthquake records in linear and nonlinear time history analyses, maximum results of structural responses are used for design of structures. If at least seven time history analyses are performed, the mean responses of the structures are taken into account rather than the maximum results. For the selection of maximum results of structural response from thirty five groups are created by calculating combination of threes of seven real and scaled earthquake records, and another group including all of the seven real and scaled earthquake records are created for selection of mean. Relative floor displacements along X axis of the building are preferred as structural response of the building in this study. It is seen that differences between mean value and maximum value of the relative floor displacements along X axis of the building induced by seven and three scaled earthquake records respectively are less than ones obtained from real earthquake records.

Keywords

References

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Details

Primary Language

English

Subjects

-

Journal Section

Research Article

Authors

Barbaros Atmaca This is me
0000-0003-3336-2756
Türkiye

Mustafa Ergun This is me
0000-0003-4359-1843
Türkiye

Şevket Ateş This is me
0000-0001-9229-6256
Türkiye

Publication Date

December 1, 2018

Submission Date

August 31, 2018

Acceptance Date

November 27, 2018

Published in Issue

Year 2018 Volume: 36 Number: 4

IZ

https://izlik.org/JA87BW88NM

Cite

RIS / Bibtex

APA

Atmaca, B., Ergun, M., & Ateş, Ş. (2018). THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING. Sigma Journal of Engineering and Natural Sciences, 36(4), 1047-1079. https://izlik.org/JA87BW88NM

AMA

1.Atmaca B, Ergun M, Ateş Ş. THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING. SIGMA. 2018;36(4):1047-1079. https://izlik.org/JA87BW88NM

Chicago

Atmaca, Barbaros, Mustafa Ergun, and Şevket Ateş. 2018. “THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING”. Sigma Journal of Engineering and Natural Sciences 36 (4): 1047-79. https://izlik.org/JA87BW88NM.

EndNote

Atmaca B, Ergun M, Ateş Ş (December 1, 2018) THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING. Sigma Journal of Engineering and Natural Sciences 36 4 1047–1079.

IEEE

[1]B. Atmaca, M. Ergun, and Ş. Ateş, “THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING”, SIGMA, vol. 36, no. 4, pp. 1047–1079, Dec. 2018, [Online]. Available: https://izlik.org/JA87BW88NM

ISNAD

Atmaca, Barbaros - Ergun, Mustafa - Ateş, Şevket. “THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING”. Sigma Journal of Engineering and Natural Sciences 36/4 (December 1, 2018): 1047-1079. https://izlik.org/JA87BW88NM.

JAMA

1.Atmaca B, Ergun M, Ateş Ş. THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING. SIGMA. 2018;36:1047–1079.

MLA

Atmaca, Barbaros, et al. “THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING”. Sigma Journal of Engineering and Natural Sciences, vol. 36, no. 4, Dec. 2018, pp. 1047-79, https://izlik.org/JA87BW88NM.

Vancouver

1.Barbaros Atmaca, Mustafa Ergun, Şevket Ateş. THE MOST APPROPRIATE EARTHQUAKE RECORD GROUPS FOR DYNAMIC ANALYSIS OF A BUILDING. SIGMA [Internet]. 2018 Dec. 1;36(4):1047-79. Available from: https://izlik.org/JA87BW88NM