Comparison of a 10-Story Tunnel Formwork Structure with Different Soil Classes According to the 2018 Earthquake Regulations

Öz

In this study, elastic design spectra were defined and compared for a 10-story tunnel formwork structure based on different soil types according to the new earthquake regulations implemented in March 2018. The tunnel formwork project used in the comparison was obtained from a static project author in Istanbul Esenyurt. Earthquake data affecting the design were selected for soil classes ZA, ZB, ZC, ZD, and ZE using coordinates 41.0114327 latitude and 28.676468 longitude from AFAD. Earthquake loads were applied in both X and Y directions to the building under consideration. The maximum relative floor displacements, overturning moments, and base shear forces in the structure were obtained using earthquake data for the ZC soil class.

Anahtar Kelimeler

• Tunnel form
• Elastic design spectrum
• TBDY 2018
• Earthquake.

Kaynakça

1. [1]. Sümer, Y. (2003). Optimum Structural System Selection in Earthquake Resistant Building Design. Sakarya University Journal of Science, 7(3), 43-50.
2. [2]. Karaca, H., Optimization Research with Analysis of Direct Costs in Ten Storey Residential Buildings Designed with Tunnel Formwork Construction System and Traditional Construction System. Master's Thesis, Y.T.Ü., Institute of Science and Technology, Istanbul, 1994.
3. [3]. Türkel, E. B., & Ergen, E. (2016). The Relationship Between Height and Floor Area and Cost in Reinforced Concrete High-Rise Structures Using Tunnel Formwork System. Pamukkale University Journal of Engineering Sciences, 22(6), 418-426.
4. [4]. Akbaş, A., Çalışkan, Ö. (2023). Tunnel Formwork System, 2nd Internationaş Conference on Engineering, April 4-6, 2023, Konya, Turkey.
5. [5]. Harmankaya, Z., Y. (2011). The Effects of Number of Storeys and Concrete Class on the Cost of Multi-storey Building Production Applied with Tunnel Formwork in Turkey. Gazi University Journal of Engineering and Architecture Faculty, Volume 26, No:2, 427-433.
6. [6]. Api, S., (2005). Project Design of 14 Storey Reinforced Concrete Building to be Constructed Using Tunnel Formwork. Istanbul Technical University Institute of Science and Technology, Published Master's Thesis, Istanbul.
7. [7]. Bulgu, N. N., (2007). Investigation of the Behavior of Buildings Constructed with Tunnel Formwork under Earthquake Loads. Istanbul Technical University Institute of Science and Technology, Published Master's Thesis, Istanbul.