A Displacement-Based Approach for the Seismic Retrofitting of Medium Rise Non-Ductile RC Frames with Added Shear Walls

Date

2011-01-01

Author

Sucuoğlu, Haluk
Karageyik, C.

Metadata

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A simple displacement-based methodology is presented in this study for the seismic retrofitting of medium height non-ductile concrete frames. Deformation capacities of the existing columns control design. A minimum amount of infill shear walls are added in both orthogonal directions for maintaining the deformation levels below the level dictated by the existing columns, which are usually at the ground story. Interstory drifts and member end rotations are employed as performance parameters. The proposed displacement based approach has been implemented to school buildings which require higher seismic performance compared to ordinary buildings.

Subject Keywords

Geotechnical Engineering and Engineering Geology, Civil and Structural Engineering, Building and Construction

URI

https://hdl.handle.net/11511/43128

Journal

JOURNAL OF EARTHQUAKE ENGINEERING

DOI

https://doi.org/10.1080/13632469.2010.551705

Collections

Department of Civil Engineering, Article

Citation Formats

H. Sucuoğlu and C. Karageyik, “A Displacement-Based Approach for the Seismic Retrofitting of Medium Rise Non-Ductile RC Frames with Added Shear Walls,” JOURNAL OF EARTHQUAKE ENGINEERING, vol. 15, no. 6, pp. 959–969, 2011, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/43128.