Performance evaluation of reinforced concrete buildings with softer ground floors Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem

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ERDEM R. T.

Gradjevinar, cilt.68, sa.1, ss.39-49, 2016 (SCI-Expanded) identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 68 Sayı: 1
  • Basım Tarihi: 2016
  • Doi Numarası: 10.14256/jce.1133.2014
  • Dergi Adı: Gradjevinar
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Sayfa Sayıları: ss.39-49
  • Anahtar Kelimeler: Finite elements analysis, Irregular structures, Non-linear procedures, Seismic performance
  • Manisa Celal Bayar Üniversitesi Adresli: Evet

Özet

Determination of seismic performance is a significant task in the performancebased seismic analysis of structures. The consistency between analysis results obtained according to various codes is highly significant for seismic evaluation of structures. Non-linear performance of three reinforced concrete buildings having a soft storey irregularity is studied based on the finite elements analysis according to FEMA-356, FEMA-440, and Turkish Earthquake Code - 2007. Damage situations, modal properties, storey drift ratios, and global performance levels are comparatively presented for each structure, and appropriate suggestions are given.