A Comparative Study on Structural Wall Design Approach of 2007 Turkish Seismic Code

Date

2011-07-01

Author

Kurç, Özgür
Lulec, Andac
Ozcebe, Guney

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The new version of the Turkish Seismic Code was released in 2007 and the capacity design approach for high ductility structural walls was introduced for the first time. The practicing engineers, however, mentioned various problems especially related with the shear design of structural walls. Because of this reason, an in-depth comparative study was conducted to examine the differences and similarities of the design approaches of Turkish Seismic Code, American Reinforced Concrete Code and various studies in the literature that focus on the capacity design of high-ductility structural walls. In addition, differences between normal-ductility structural walls of Turkish Seismic Code and ordinary walls of American Reinforced Concrete Code were also examined. It was determined that in the current version of the Turkish Seismic Code, several problems in clauses related to structural wall design exist. Several modifications were proposed in order to improve the structural wall design of the structural walls.

Subject Keywords

Structural wall design, Turkish seismic code, High ductility, Medium ductility

URI

https://hdl.handle.net/11511/52936

Journal

TEKNIK DERGI

Collections

Department of Civil Engineering, Article

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Citation Formats

Ö. Kurç, A. Lulec, and G. Ozcebe, “A Comparative Study on Structural Wall Design Approach of 2007 Turkish Seismic Code,” TEKNIK DERGI, pp. 5487–5508, 2011, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/52936.