Research Article
EUROCODE 1-4 STANDARDINA GÖRE KÖPRÜ TABLİYE RÜZGÂR YÜKÜNÜ ETKİLEYEN PARAMETRELERİN DEĞERLENDİRİLMESİ
Abstract
Bu çalışmada betonarme köprü tabliyelerine etkiyen rüzgar yüklerini etkileyen parametreler araştırılmaktadır. Söz konusu parametrelerin neler olduğu, bunların tabliyeye etkiyen rüzgar yükünü ne mertebede değiştirdiğinin tespiti yapılacaktır. Bu amaçla EN 1991-1-4 (Eurocode -1-4) standardı esas alınarak köprü tabliyelerine etkiyen x doğrultusundaki rüzgar yükleri hesaplanmıştır.
Keywords
References
- [1] Grandić, S. I., Ivančić, A., & Liker, B. (2011). Parametric analysis of wind action on slab bridge deck.
- [2] ASCE/SEI 7-05, -10, 16. Minimum Design Loads for Buildings and Other Structures. ASCE, 2005, 2010, 2015. ISBN: 978-0-7844-1085-1.
- [3] EN 1991-1-4, Eurocode 1 – Actions on structures: Part 1-4: General actions – Wind actions, CEN, Brussel, 2005.
- [4] Choi, E. C. (2009, November). Proposal for unified terrain categories exposures and velocity profiles. In seventh Asia-pacific conference on wind engineering, Taipei, Taiwan.
- [5] Arundhathi, K. V. (2022). Transient Analysis on Bridge Deck Slab under the Action of Moving Load and Wind Load.
- [6] Bruno, L., & Mancini, G. (2002). Importance of deck details in bridge aerodynamics. Structural Engineering International, 12(4), 289-294.
- [7] Liu, L., Zhang, L., Wu, B., & Chen, B. (2017). Effect of Accessory Attachment on Static Coefficients in a Steel Box Girder for Long-Span Suspension Bridges. Journal of Engineering Science & Technology Review, 10(1).
- [8] Lin, Y. Y., Cheng, C. M., Wu, J. C., Lan, T. L., & Wu, K. T. (2005). Effects of deck shape and oncoming turbulence on bridge aerodynamics. Tamkang Journal of Science and Engineering 8(1), 43-56.
- [9] Huang, M. H., Lin, Y. Y., & Weng, M. X. (2012). Flutter and buffeting analysis of bridges subjected to skew wind. Journal of Applied Science and Engineering, 15(4), 401-413.
Year 2022,
Volume: 6 Issue: 1, 32 - 38, 30.06.2022
Abstract
References
- [1] Grandić, S. I., Ivančić, A., & Liker, B. (2011). Parametric analysis of wind action on slab bridge deck.
- [2] ASCE/SEI 7-05, -10, 16. Minimum Design Loads for Buildings and Other Structures. ASCE, 2005, 2010, 2015. ISBN: 978-0-7844-1085-1.
- [3] EN 1991-1-4, Eurocode 1 – Actions on structures: Part 1-4: General actions – Wind actions, CEN, Brussel, 2005.
- [4] Choi, E. C. (2009, November). Proposal for unified terrain categories exposures and velocity profiles. In seventh Asia-pacific conference on wind engineering, Taipei, Taiwan.
- [5] Arundhathi, K. V. (2022). Transient Analysis on Bridge Deck Slab under the Action of Moving Load and Wind Load.
- [6] Bruno, L., & Mancini, G. (2002). Importance of deck details in bridge aerodynamics. Structural Engineering International, 12(4), 289-294.
- [7] Liu, L., Zhang, L., Wu, B., & Chen, B. (2017). Effect of Accessory Attachment on Static Coefficients in a Steel Box Girder for Long-Span Suspension Bridges. Journal of Engineering Science & Technology Review, 10(1).
- [8] Lin, Y. Y., Cheng, C. M., Wu, J. C., Lan, T. L., & Wu, K. T. (2005). Effects of deck shape and oncoming turbulence on bridge aerodynamics. Tamkang Journal of Science and Engineering 8(1), 43-56.
- [9] Huang, M. H., Lin, Y. Y., & Weng, M. X. (2012). Flutter and buffeting analysis of bridges subjected to skew wind. Journal of Applied Science and Engineering, 15(4), 401-413.
There are 9 citations in total.
Details
| Primary Language | Turkish |
|---|---|
| Subjects | Engineering |
| Journal Section | Civil Engineering |
| Authors | |
| Publication Date | June 30, 2022 |
| Published in Issue | Year 2022 Volume: 6 Issue: 1 |