Experimental Investigation of Train-Induced Vibrations on And Around Little Hagia Sophia Mosque
Abstract
Parallel to the increase in worldwide urbanization, road and rail traffic
has also risen. Consequently, widespread railway lines have been built adjacent
to the existing cultural heritage structures. Dynamic loading induced by train
traffic may cause damage to these structures as well as discomfort to the
residents. Due to the close proximity to the railway, historical significance
and communal value, Little Hagia Sophia Mosque was selected as a case study. At
first, vibrations on and around the mosque were measured and analyzed in the
frequency domain. Attenuation characteristics
of vibrations on the ground were determined theoretically and experimentally with distance from the railway. Then,
measured vibration levels have been assessed in connection with the thresholds
for potential damage and human response. Frequency of vibrations was
distributed in a wide range and an amplification zone on the ground was
observed 35-45m from the railway. Notably, peak particle velocities sometimes
exceeded the previously established minimum damage thresholds. In conclusion, vibration
measurement on and around the structure is crucial for the evaluation of
structure’s condition and potential damage prevention.
Keywords
References
- Arun, G. (2001) Investigation on Küçük Ayasofya Mosque – The Church of Sergius and Bacchus in Istanbul, RILEM TC 177-MDT Workshop on On-Site Control and Non-destructive Evaluation of Masonry Structures, Mantova, Italy, 12-14 Kasım 2001, 301-310.
- Auersch, L. (2008) The effect of critically moving loads on the vibrations of soft soils and isolated railway tracks, Journal of Sound and Vibration, 310(3), 587-607. doi:10.1016/j.jsv.2007.10.013
- Bonde, G., Rundquist, G., ve diğ. (1981) Criteria for Acceptable Traffic-Induced Vibrations, Institute of Technology, Uppsala University, Sweden (UPTEC 81 42 R, TRAVI-K).
- BS 5228-2, (2009). Code of practice for noise and vibration control on construction and open sites – Part 2: Vibration, British Standards Institution, United Kingdom.
- Connolly, D.P., Kouroussis, G., Laghrouche, O., Ho, C.L. ve Forde, M.C. (2015) Benchmarking railway vibrations – Track, vehicle, ground and building effects, Construction and Building Materials, 92, 64-81. doi:10.1016/j.conbuildmat.2014.07.042
- Correia dos Santos, N., Barbosa, J., Calçada, R. ve Delgado, R. (2017) Track-ground vibrations induced by railway traffic: experimental validation of a 3D numerical model, Soil Dynamics and Earthquake Engineering, 97, 324-344. doi:10.1016/j.soildyn.2017.03.004
- Crispino, M. ve D’Apuzzo, M. (2001) Measurement and prediction of traffic-induced vibrations in a heritage building, Journal of Sound and Vibration, 246(2), 319–335. doi:10.1006/jsvi.2001.3648
- DIN 4150-3, (1999). German Standard on Structural Vibration – Part 3: Effects of vibration on structures, German Institute for Standardization, Germany.
Details
Primary Language
Turkish
Subjects
Engineering
Journal Section
Research Article
Authors
Aykut Erkal
ALTINBAŞ ÜNİVERSİTESİ
Türkiye
Publication Date
December 1, 2017
Submission Date
August 28, 2017
Acceptance Date
December 31, 2017
Published in Issue
Year 2017 Volume: 22 Number: 3
Cited By
Tahribatsız Yöntemler Kullanılarak Trafik Kaynaklı Yer Hareketi Etkisindeki Tarihi Yapıların Stokastik Dinamik Analizi
Gümüşhane Üniversitesi Fen Bilimleri Enstitüsü Dergisi
https://doi.org/10.17714/gumusfenbil.567108TÜRKİYE’ DEKİ AYASOFYA YAPILARI: KÜÇÜK AYASOFYA
İnönü Üniversitesi Kültür ve Sanat Dergisi
https://doi.org/10.22252/ijca.900801