Published January 1, 2024
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A Quantitative Investigation on the Effects of Flexure-Dominated Reinforced Concrete Column Characteristics on the Dissipated Energy
Creators
- 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
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