Published January 1, 2024 | Version v1
Journal article Open

A Quantitative Investigation on the Effects of Flexure-Dominated Reinforced Concrete Column Characteristics on the Dissipated Energy

  • 1. Istanbul Beykent Univ, Dept Civil Engn, Istanbul, Turkiye
  • 2. Gebze Tech Univ, Dept Civil Engn, Kocaeli, Turkiye
  • 3. Eskisehir Tech Univ, Dept Civil Engn, Eskisehir, Turkiye
  • 4. Texas State Univ, Ingram Sch Engn, San Marcos, TX USA
  • 5. Istanbul Tech Univ, Fac Civil Engn, Istanbul, Turkiye
  • 6. Univ Sch Adv Studies IUSS, Pavia, Italy

Description

This paper presents the effects of fundamental member and loading parameters on total dissipated energy capacity of RC columns in a quantitative way by using an experimental shear span-to-depth ratio, reinforcement ratios; peak drift ratio, and axial load ratio, are considered as influencing factors. Pearson's correlation coefficients are utilized as dependency indicators to construct a correlation matrix where the effect of each factor on

Files

bib-7cc1336b-7a8a-4f44-83ef-5cda113878c5.txt

Files (302 Bytes)

Name Size Download all
md5:cd51284bc8352d54cc8eaa0abdc606a6
302 Bytes Preview Download