CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS

Yunus Güner; Emre Ercan; Ayhan Nuhoğlu; Duygu Öztürk

CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS

Abstract

In masonry structures, it is challenging to determine the mechanical parameter values and to determine the structural behavior accordingly. For this purpose, a vaulted masonry structure resting on successive arches was built using solid clay brick and Khorasan mortar under laboratory conditions. Firstly, the Ambient Vibration Test was applied to the structure, and the natural frequency values and mode shapes of the structure were determined. Then, the displacement values due to the load were determined by using linear displacement transducer placed in different regions by applying force in the lateral direction with the incremental loading and unloading method. The structure was modeled with the Finite Element Method in the computer program by macro modeling technique, where mortar and brick were reduced to one element. The graph of change in elastic modulus due to damage ratios in the structure and the graph of change in natural frequency values due to variable elastic modulus were obtained by using the data of the Incremental Cyclic Loading Test in the Finite Element Model. Finally, Finite Element and Ambient Vibration Test analysis results were evaluated comparatively.

Keywords

References

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Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Authors

Yunus Güner This is me
0000-0001-7133-4188
Türkiye

Emre Ercan This is me
0000-0001-9325-8534
Türkiye

Ayhan Nuhoğlu This is me
0000-0001-5147-460X
Türkiye

Duygu Öztürk This is me
0000-0001-7800-7438
Türkiye

Publication Date

June 1, 2021

Submission Date

November 11, 2019

Acceptance Date

May 11, 2020

Published in Issue

Year 2020 Volume: 38 Number: 2

IZ

https://izlik.org/JA83BU78YH

Cite

RIS / Bibtex

APA

Güner, Y., Ercan, E., Nuhoğlu, A., & Öztürk, D. (2021). CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS. Sigma Journal of Engineering and Natural Sciences, 38(2), 757-767. https://izlik.org/JA83BU78YH

AMA

1.Güner Y, Ercan E, Nuhoğlu A, Öztürk D. CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS. SIGMA. 2021;38(2):757-767. https://izlik.org/JA83BU78YH

Chicago

Güner, Yunus, Emre Ercan, Ayhan Nuhoğlu, and Duygu Öztürk. 2021. “CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS”. Sigma Journal of Engineering and Natural Sciences 38 (2): 757-67. https://izlik.org/JA83BU78YH.

EndNote

Güner Y, Ercan E, Nuhoğlu A, Öztürk D (June 1, 2021) CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS. Sigma Journal of Engineering and Natural Sciences 38 2 757–767.

IEEE

[1]Y. Güner, E. Ercan, A. Nuhoğlu, and D. Öztürk, “CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS”, SIGMA, vol. 38, no. 2, pp. 757–767, June 2021, [Online]. Available: https://izlik.org/JA83BU78YH

ISNAD

Güner, Yunus - Ercan, Emre - Nuhoğlu, Ayhan - Öztürk, Duygu. “CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS”. Sigma Journal of Engineering and Natural Sciences 38/2 (June 1, 2021): 757-767. https://izlik.org/JA83BU78YH.

JAMA

1.Güner Y, Ercan E, Nuhoğlu A, Öztürk D. CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS. SIGMA. 2021;38:757–767.

MLA

Güner, Yunus, et al. “CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS”. Sigma Journal of Engineering and Natural Sciences, vol. 38, no. 2, June 2021, pp. 757-6, https://izlik.org/JA83BU78YH.

Vancouver

1.Yunus Güner, Emre Ercan, Ayhan Nuhoğlu, Duygu Öztürk. CHANGES OF ELASTIC MODULUS OF MASONRY STRUCTURES DUE TO DIFFERENT DAMAGE RATIOS. SIGMA [Internet]. 2021 Jun. 1;38(2):757-6. Available from: https://izlik.org/JA83BU78YH