Preliminary seismic performance assessment procedure for existing RC buildings

Date

2004-08-01

Author

Yakut, Ahmet

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A preliminary procedure to assess rapidly the likely seismic performance of existing reinforced concrete buildings is presented. In this procedure, a Capacity Index is computed considering the orientation, size and material properties of the components comprising the lateral load resisting structural system. This index is then modified by several coefficients that reflect the quality of workmanship and materials, and architectural features. The procedure has been tested and calibrated based on the data compiled from damage surveys conducted after the earthquakes that occurred within the last decade in Turkey. The method classifies the buildings either as safe, meaning the building might suffer no severe damage or as unsafe, indicating that life safety performance level would not be met.

Subject Keywords

Seismic vulnerability, Reinforced concrete, Evaluation, Performance

URI

https://hdl.handle.net/11511/49066

Journal

ENGINEERING STRUCTURES

DOI

https://doi.org/10.1016/j.engstruct.2004.05.011

Collections

Department of Civil Engineering, Article

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Citation Formats

A. Yakut, “Preliminary seismic performance assessment procedure for existing RC buildings,” ENGINEERING STRUCTURES, pp. 1447–1461, 2004, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/49066.