Research Article

Determination to the period of a school building before and after its retrofitting using ambient vibration records

Volume: 6 Number: 2 April 15, 2022
EN

Determination to the period of a school building before and after its retrofitting using ambient vibration records

Abstract

Determining the dynamic parameters of the structures allows us to obtain a substantial amount of information about the state of the building. Recently, the determination of these parameters were performed through Structural Health Monitoring Systems (SHMSs), which are non-destructive methods. In scope of this study, the period values prior to and following the retrofitting of a school building, which are among the dynamic parameters, were examined. The Operational Modal Analysis (OMA) method, which is based on the principle of measuring the responses of ambient effects in the structure in the experimental study, has been utilized. For this purpose, response records taken from the building under the effect of ambient vibration were used. Before and after retrofitting, the records of the building under the effect of ambient vibration were taken from the same locations. 3 sensors were used to record ambient vibrations. The data from these sensors were transferred to a computer by using a data logger. In order to measure and evaluate the responses Enhanced Frequency Domain Decomposition Method (EFDDM) in the frequency domain and Stochastic Subspace Identification Method (SSIM) in the time domain were used. Following the analysis, a comparison of how the period values had changed was conducted.

Keywords

References

  1. Bayraktar A, Turker T, Sevim B, Altunisik A C & Yildirim F (2009) Modal Parameter Identification of Hagia Sophia Bell-tower via Ambient Vibration Test. Journal of Nondestructive Evaluation. Brincker R, Zhang L & Andersen P (2000). Modal Identification from Ambient Responses using Frequency Domain Decomposition. In Proceedings of the 18th IMAC. San Antonio, Texas.
  2. Bru D, Ivorra S, Baeza F J, Reynau R & Foti D (2015). OMA dynamic identification of a masonry chimney with severe cracking condition. 6th International Operational Modal Analysis Conference (IOMAC15), Gijon, Spain,
  3. Celebi M & Liu H P (1998).Before and after retrofit response of a building during ambient and strong motions. Journal of Wind Engineering and Industrial Aerodynamics, 77&78: 259-268.
  4. Diaferio M, Foti D & Sepe V (2007). Dynamic Identification of the Tower of the Provincial Administration Building, Bari, Italy. Proc. of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing, Malta,, p. 21. DOI:10.4203/ccp.86.2
  5. Ewins D J (1995) Modal Testing: Theory and Practice. Wiley, NewYork. ISBN : 978-0-863-80218-8
  6. Federal Emergency Management Agency, FEMA, 306 (1999) “Manual, B.P. Evaluation of earthquake damaged concrete and masonary wall buıldings.”
  7. Gunes S & Anil O (2017). Operasyonel Modal Analiz Tekniği ile Yığma Yapıların Dinamik Davranışının Belirlenmesi . 4.UDMSK, 4. Uluslararası Deprem Mü- hendisliği ve Sismoloji Konferansı.
  8. Kacin S, Bikce M, Genes M C, Doganay Ela & Unlusoy U (2011). Güçlendirme uygulaması yapılan bir binanın güçlendirme öncesi ve sonrasında titreşim ölçümleri ile bazı dinamik parametrelerinin hesaplanması. Yedinci Ulusal Deprem Mühendisliği Konferansı İstanbul: İstanbul Teknik Üniversitesi.

Details

Primary Language

English

Subjects

Engineering

Journal Section

Research Article

Publication Date

April 15, 2022

Submission Date

February 2, 2021

Acceptance Date

February 25, 2021

Published in Issue

Year 2022 Volume: 6 Number: 2

APA
Kaçın, S., Yılmaz, H. Ç., & Çağlar, C. (2022). Determination to the period of a school building before and after its retrofitting using ambient vibration records. Turkish Journal of Engineering, 6(2), 156-160. https://doi.org/10.31127/tuje.873050
AMA
1.Kaçın S, Yılmaz HÇ, Çağlar C. Determination to the period of a school building before and after its retrofitting using ambient vibration records. TUJE. 2022;6(2):156-160. doi:10.31127/tuje.873050
Chicago
Kaçın, Selçuk, Halil Çağrı Yılmaz, and Cemil Çağlar. 2022. “Determination to the Period of a School Building before and After Its Retrofitting Using Ambient Vibration Records”. Turkish Journal of Engineering 6 (2): 156-60. https://doi.org/10.31127/tuje.873050.
EndNote
Kaçın S, Yılmaz HÇ, Çağlar C (April 1, 2022) Determination to the period of a school building before and after its retrofitting using ambient vibration records. Turkish Journal of Engineering 6 2 156–160.
IEEE
[1]S. Kaçın, H. Ç. Yılmaz, and C. Çağlar, “Determination to the period of a school building before and after its retrofitting using ambient vibration records”, TUJE, vol. 6, no. 2, pp. 156–160, Apr. 2022, doi: 10.31127/tuje.873050.
ISNAD
Kaçın, Selçuk - Yılmaz, Halil Çağrı - Çağlar, Cemil. “Determination to the Period of a School Building before and After Its Retrofitting Using Ambient Vibration Records”. Turkish Journal of Engineering 6/2 (April 1, 2022): 156-160. https://doi.org/10.31127/tuje.873050.
JAMA
1.Kaçın S, Yılmaz HÇ, Çağlar C. Determination to the period of a school building before and after its retrofitting using ambient vibration records. TUJE. 2022;6:156–160.
MLA
Kaçın, Selçuk, et al. “Determination to the Period of a School Building before and After Its Retrofitting Using Ambient Vibration Records”. Turkish Journal of Engineering, vol. 6, no. 2, Apr. 2022, pp. 156-60, doi:10.31127/tuje.873050.
Vancouver
1.Selçuk Kaçın, Halil Çağrı Yılmaz, Cemil Çağlar. Determination to the period of a school building before and after its retrofitting using ambient vibration records. TUJE. 2022 Apr. 1;6(2):156-60. doi:10.31127/tuje.873050

Cited By

Flag Counter