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Historical Stone Arch Bridges’ Damage Causes and Repair Techniques

Year 2019, Volume: 2 Issue: 2, 53 - 60, 26.12.2019

Abstract

Many
historical stone arch bridges have been exposed to the different environmental
effects, which could cause structural damage, at different times. Under these
natural or human-induced effects such as floods, earthquakes, the bridges were
partially or completely damaged. The repair of the historical arch bridges has
been repaired against to these damages. The success of the repair work depends
on both a detailed archaeological-historical survey and a detailed structural
evaluation process carried out together. It is very important to determine the
answers to questions such as date and time of construction of the structure,
whether there was any interruption in the construction process, the scheme and
the order of the damages of the structure, what were the repairs and
strengthening done in the structure and whether there was any change in the use
of the environment. After these process, the repair method is determined
considering many alternatives such as partial or complete disassembly for
remodeling of the bridge, regional repair or regional strengthening, full
strengthening of the upper structure, removal of excess weight over the bridge,
balancing of mass and stiffness distribution, improvement of structural
interaction between arches and feet, strengthening of foundation system of the
bridge. In this study, the repair methods against the damages occurred on the
historical masonry arch bridges exposed to different damages have been tried to
be evaluated.

References

  • [1] Erdal, H. I. (2005). Inspection and Maintenance Management at Bridges (Master Thesis, Natural and Applied Sciences, Istanbul University, Turkey).
  • [2] Yucel, A. and Namli, R. (2007). Investigation of the Effects of Water and Other Factors on Distortion Around Bridge Legs, Eastern Anatolia Region Research.
  • [3] Bayraktar, A., Altunisik, A. C., Turker, T. and Sevim, B. (2007). The Effect of Finite Element Model Updating on Earthquake Behaviour of Historical Bridges, Sixth National Conference on Earthquake Engineering, Proceedings Book, 29-40.
  • [4] Ural, A., Oruc, S. and Dogangun, A. (2007). Restoration and strengthening of historical arch bridges in the eastern black sea region, Structure World Magazine, 132, 48-53.
  • [5] Alaboz, M. (2008). Evaluation of Actual Structural Conditions of Mimar Sinan Bridges in Marmara Region and Kapuagası Bridge Restoration Project (Master Thesis, Natural and Applied Sciences, Istanbul Technical University, Turkey).
  • [6] Korkmaz, K. A., Zabin, P., Çarhoğlu, A. I. and Nuhoğlu, A. (2013). Seismic behavior investigation of arc stone bridges: Timisvat bridge case. Journal of Advanced Technology Sciences, 2(1), 66-75.
  • [7] Fırat, F. K. and Eren, A (2015). Investigation of FRP effects on damaged arches in historical masonry structures, Journal of the Faculty of Engineering and Architecture of Gazi University, 30(4).
  • [8] Alpaslan, E., Haciefendioglu, K., Birinci, F. and Kurt, M. (2015). Linked to Local Empowerment in Historical Buildings Local Rigidity Effect of Growth Structure Conduct, Turkey Earthquake Engineering and Seismology Conference Proceedings.
  • [9] Koc, D. (2015). Strengthening Stone Arches in Historical Buildings with FRP (Master Thesis, Natural and Applied Sciences, Aksaray University, Turkey).
  • [10] Ilerisoy, Z. Y. and Sagir, M. (2016). Factors Deteriorating Historical Bridges and Investigation of Tercan Kotur Bridge in Erzincan, International Erzincan Symposium.
  • [11] Eren, A. (2018). Repairing of Masonry Arches Using FRP in Historical Structures (Master Thesis, Natural and Applied Sciences, Aksaray University, Turkey).
  • [12] URL1(2017),https://www.youtube.com/watch?v=pOT8tlCXTjg. (Online Accessed: 05.08.2019).
  • [13] Resemini, S. (2003). Seismic Vulnerability of Stone Arch Bridges, University of Sudi di Genova.
  • [14] Ozcan, Z. (2015). Damage Determination at Historic Sangarius Bridge and Strengthening Recommendations, 3rd Bridges Viaducts Symposium.
  • [15] Oliveira, D. and Lourenco P. (2004). Repair of stone masonry arch bridges, ARCH’04, CIMNE, Barcelona, 452–458.
Year 2019, Volume: 2 Issue: 2, 53 - 60, 26.12.2019

Abstract

References

  • [1] Erdal, H. I. (2005). Inspection and Maintenance Management at Bridges (Master Thesis, Natural and Applied Sciences, Istanbul University, Turkey).
  • [2] Yucel, A. and Namli, R. (2007). Investigation of the Effects of Water and Other Factors on Distortion Around Bridge Legs, Eastern Anatolia Region Research.
  • [3] Bayraktar, A., Altunisik, A. C., Turker, T. and Sevim, B. (2007). The Effect of Finite Element Model Updating on Earthquake Behaviour of Historical Bridges, Sixth National Conference on Earthquake Engineering, Proceedings Book, 29-40.
  • [4] Ural, A., Oruc, S. and Dogangun, A. (2007). Restoration and strengthening of historical arch bridges in the eastern black sea region, Structure World Magazine, 132, 48-53.
  • [5] Alaboz, M. (2008). Evaluation of Actual Structural Conditions of Mimar Sinan Bridges in Marmara Region and Kapuagası Bridge Restoration Project (Master Thesis, Natural and Applied Sciences, Istanbul Technical University, Turkey).
  • [6] Korkmaz, K. A., Zabin, P., Çarhoğlu, A. I. and Nuhoğlu, A. (2013). Seismic behavior investigation of arc stone bridges: Timisvat bridge case. Journal of Advanced Technology Sciences, 2(1), 66-75.
  • [7] Fırat, F. K. and Eren, A (2015). Investigation of FRP effects on damaged arches in historical masonry structures, Journal of the Faculty of Engineering and Architecture of Gazi University, 30(4).
  • [8] Alpaslan, E., Haciefendioglu, K., Birinci, F. and Kurt, M. (2015). Linked to Local Empowerment in Historical Buildings Local Rigidity Effect of Growth Structure Conduct, Turkey Earthquake Engineering and Seismology Conference Proceedings.
  • [9] Koc, D. (2015). Strengthening Stone Arches in Historical Buildings with FRP (Master Thesis, Natural and Applied Sciences, Aksaray University, Turkey).
  • [10] Ilerisoy, Z. Y. and Sagir, M. (2016). Factors Deteriorating Historical Bridges and Investigation of Tercan Kotur Bridge in Erzincan, International Erzincan Symposium.
  • [11] Eren, A. (2018). Repairing of Masonry Arches Using FRP in Historical Structures (Master Thesis, Natural and Applied Sciences, Aksaray University, Turkey).
  • [12] URL1(2017),https://www.youtube.com/watch?v=pOT8tlCXTjg. (Online Accessed: 05.08.2019).
  • [13] Resemini, S. (2003). Seismic Vulnerability of Stone Arch Bridges, University of Sudi di Genova.
  • [14] Ozcan, Z. (2015). Damage Determination at Historic Sangarius Bridge and Strengthening Recommendations, 3rd Bridges Viaducts Symposium.
  • [15] Oliveira, D. and Lourenco P. (2004). Repair of stone masonry arch bridges, ARCH’04, CIMNE, Barcelona, 452–458.
There are 15 citations in total.

Details

Primary Language English
Journal Section Review Papers
Authors

Yusuf Yanık 0000-0002-5487-5254

Temel Türker 0000-0001-5632-693X

Berna Çoruhlu This is me 0000-0001-6655-4055

Gonca Kamber Yılmaz 0000-0002-6894-6076

Publication Date December 26, 2019
Submission Date August 29, 2019
Acceptance Date December 25, 2019
Published in Issue Year 2019 Volume: 2 Issue: 2

Cite

APA Yanık, Y., Türker, T., Çoruhlu, B., Kamber Yılmaz, G. (2019). Historical Stone Arch Bridges’ Damage Causes and Repair Techniques. Journal of Investigations on Engineering and Technology, 2(2), 53-60.