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Structural performance of renovated masonry low bridge in Amasya, Turkey

  • Cakir, Ferit (Department of Architecture, Faculty of Architecture, Amasya University) ;
  • Seker, Burcin S. (Merzifon Vocational School, Amasya University)
  • 투고 : 2014.04.29
  • 심사 : 2014.12.11
  • 발행 : 2015.06.25

초록

Masonry bridges are the vital components of transportation systems. Although these bridges were constructed centuries ago, they have served a purpose from ancient times to the present day. However, the bridges have needed local renovation and therefore have been rebuilt over different periods in many places. This study focuses on Low Bridge, which is an example of renovated masonry bridges in Turkey. It essentially assesses the structural behavior of the masonry bridge and investigates the integrity of the renovated components. For this purpose, the mechanical properties of the bridge material have been primarily evaluated with experimental tests. Then the static, modal and nonlinear time history analyses have been carried out with the use of finite element methods in order to investigate the structural behavior of the current form of the bridge.

키워드

참고문헌

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피인용 문헌

  1. Seismic assessment and retrofitting measures of a historic stone masonry bridge vol.10, pp.3, 2016, https://doi.org/10.12989/eas.2016.10.3.645
  2. Assessment of seismic behavior stone bridge using a finite element method and discrete element method vol.14, pp.4, 2015, https://doi.org/10.12989/eas.2018.14.4.297
  3. Investigation on seismic isolation retrofit of a historical masonry structure vol.16, pp.4, 2015, https://doi.org/10.12989/eas.2019.16.4.501
  4. Minimum cost strengthening of existing masonry arch railway bridges vol.75, pp.2, 2015, https://doi.org/10.12989/sem.2020.75.2.271
  5. Effect of near-fault earthquakes on a historical masonry arch bridge (Konjic Bridge) vol.21, pp.2, 2015, https://doi.org/10.12989/eas.2021.21.2.125