Developing design response spectra for Benghazi city including soil magnification effects

  • Fathi M. Layas Department of Civil Engineering, Faculty of Engineering, University of Benghazi, Benghazi 218-61, Libya
  • Vail Karakale Department of Civil Engineering, Faculty of Engineering and Natural Sciences, Istanbul Medeniyet University, Istanbul 34700, Turkey
  • Ramadan E. Suleiman Department of Civil Engineering, Faculty of Engineering, University of Benghazi, Benghazi 218-61, Libya
Ariticle ID: 1190
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Keywords: earthquake; response spectra; soil conditions; amplifications; Benghazi; Libya

Abstract

Earthquakes in some countries worldwide cause loss of lives and properties. In Libya, design of structures to resist earthquake forces was based on a paper work published by Mallick in 1976. In 1977, and after small changes in the earthquake zoning map of Libya, the ministry of housing, at that time, adopted it as a draft code of practice for the design of structures to resist earthquake forces. With Benghazi city undergoing significant rehabilitation and development programs, including major national projects, there is a pressing need to estimate updated probabilistic seismic hazard maps and design response spectra specific to the city. This study presented updated probabilistic seismic hazard ground motion for Benghazi city, considering different return periods and accounting for peak ground acceleration (PGA) values with various soil conditions. Proposed design response spectra for Benghazi City unveils substantial PGA amplifications in soft soil areas.

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Published
2024-04-22
How to Cite
Layas, F. M., Karakale, V., & Suleiman, R. E. (2024). Developing design response spectra for Benghazi city including soil magnification effects . Building Engineering, 2(1), 1190. https://doi.org/10.59400/be.v2i1.1190
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Article