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Year 2018, Volume: 8 Issue: 3, 1579 - 1588, 10.07.2018

Abstract

References

  • [ 1] ANSYS, (2017). 18.2 Release, Finite Element Analysis Program, USA [ 2] ASCE 41-06. (2006). Seismic Rehabilitation of Existing Buildings. American Society of Civil Engineers: Reston, VA. [ 3] Cakir, F. (2011), “Assessment of structural integrity and seismic retrofit of masonry bridges using micropiles”, MSc., Thesis, Department of Civil, Architectural and Environmental Engineering, Graduate College of the Illinois Institute of Technology, Chicago, USA. [ 4] Cakir, F., Uysal, H. (2014). “Seismic performance of the historical masonry clock tower and influence of the adjacent walls”. Earthquakes and Structures,7(2), 217-231. [ 5] Cakir, F., Seker, B.S. (2015). “Structural performance of renovated masonry low bridge in Amasya, Turkey”, Earthquakes and Structures, 8(6), 1387-1406 [ 6] Cakir, F., Seker, B.S. and Dogangun, A. (2014). “Assessment of structural performance of historical Ishan Church with experimental tests and numerical modeling”, Gradevinar,J. Croatian Soc. Civ. Eng., 66(5), 433- 443. [ 7] FEMA 274, (1997). NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency: USA. [ 8] FEMA 356, (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency: USA [ 9] KantarAtlas, (2018). https://kantaratlas.blogspot.com/2017/11/gebze-bridge.html?view=flipcard [ 10] Meyer, P.K., (2006). “The impact of high frequency/low energy seismic waves on unreinforced masonry”, M.Sc Thesis, Massachusetts Institute of Technology, Cambridge, USA [ 11] Sevim, B., Bayraktar A., Altunisik A.C., Atamturktur S. & Birinci F., (2011). “Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations”, Nonlinear Dynamics (2011) 63: 755–770 [ 12] Şükür, R, (2008). http://www.gazeteulus.com/yuzlerce-yillik-tarihi-miras-mimar-sinan-koprusu.html [ 13] Ural, A., Oruç, Ş., Doğangün, A. & Tuluk Ö İ, (2008), “Turkish historical arch bridges and their deteriorations and failures”, Engineering Failure Analysis, 15, 43–53.

Structural Performance Assestment of Historical Dilovasi Sultan Suleyman (Diliskelesi) Bridge in Turkey

Year 2018, Volume: 8 Issue: 3, 1579 - 1588, 10.07.2018

Abstract

Abstract - Masonry arch bridges are regarded as the oldest examples of engineered structures in the world and they reflect the
culture of previous civilizations with their various sizes, styles, and spans. These bridges were constructed centuries ago addressing
the load-carrying problems of old times. The preservation of these structures receives a great deal of attention in the structural
engineering community. In this respect, current study focuses on historical Dilovası Sultan Suleyman (Diliskelesi) Bridge in
Kocaeli, Turkey. In order to investigate the structural behavior of the current form of the bridge, Modal and Response Spectrum
analyses were carried out utilizing finite element methods.

References

  • [ 1] ANSYS, (2017). 18.2 Release, Finite Element Analysis Program, USA [ 2] ASCE 41-06. (2006). Seismic Rehabilitation of Existing Buildings. American Society of Civil Engineers: Reston, VA. [ 3] Cakir, F. (2011), “Assessment of structural integrity and seismic retrofit of masonry bridges using micropiles”, MSc., Thesis, Department of Civil, Architectural and Environmental Engineering, Graduate College of the Illinois Institute of Technology, Chicago, USA. [ 4] Cakir, F., Uysal, H. (2014). “Seismic performance of the historical masonry clock tower and influence of the adjacent walls”. Earthquakes and Structures,7(2), 217-231. [ 5] Cakir, F., Seker, B.S. (2015). “Structural performance of renovated masonry low bridge in Amasya, Turkey”, Earthquakes and Structures, 8(6), 1387-1406 [ 6] Cakir, F., Seker, B.S. and Dogangun, A. (2014). “Assessment of structural performance of historical Ishan Church with experimental tests and numerical modeling”, Gradevinar,J. Croatian Soc. Civ. Eng., 66(5), 433- 443. [ 7] FEMA 274, (1997). NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency: USA. [ 8] FEMA 356, (2000). Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Federal Emergency Management Agency: USA [ 9] KantarAtlas, (2018). https://kantaratlas.blogspot.com/2017/11/gebze-bridge.html?view=flipcard [ 10] Meyer, P.K., (2006). “The impact of high frequency/low energy seismic waves on unreinforced masonry”, M.Sc Thesis, Massachusetts Institute of Technology, Cambridge, USA [ 11] Sevim, B., Bayraktar A., Altunisik A.C., Atamturktur S. & Birinci F., (2011). “Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations”, Nonlinear Dynamics (2011) 63: 755–770 [ 12] Şükür, R, (2008). http://www.gazeteulus.com/yuzlerce-yillik-tarihi-miras-mimar-sinan-koprusu.html [ 13] Ural, A., Oruç, Ş., Doğangün, A. & Tuluk Ö İ, (2008), “Turkish historical arch bridges and their deteriorations and failures”, Engineering Failure Analysis, 15, 43–53.
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Details

Primary Language English
Journal Section Articles
Authors

Ferit Çakır

Publication Date July 10, 2018
Published in Issue Year 2018 Volume: 8 Issue: 3

Cite

APA Çakır, F. (2018). Structural Performance Assestment of Historical Dilovasi Sultan Suleyman (Diliskelesi) Bridge in Turkey. International Journal of Electronics Mechanical and Mechatronics Engineering, 8(3), 1579-1588.