Retrofit of Square Concrete Columns with Carbon Fiber-Reinforced Polymer for Seismic Resistance

By Richard D. Iacobucci, S. Sheikh, O. Bayrak. 2003

235 citations recorded by the source corpus.

Subfields: Building and Construction, Electrical and Electronic Engineering

View Paper: https://www.semanticscholar.org/paper/4aeabe0b4b4400d073b0a54f4f9ada5d7b3dfa58

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Building and Construction

1. Yufei Wu
2. D. Oehlers
3. Tao Liu
4. Togay Ozbakkaloglu
5. J. Lim

Citations in the corpus

• Fundamental Principles That Govern Retrofitting of Reinforced Concrete Columns by Steel and FRP Jacketing (2006, background): “…yielding or 0.75 HACI Whichever is less First yielding or 0.75 HACI Whichever is less Nominal strength HACI Nominal strength HACI ∆y = (∆y1+ ∆y2) (a) Used by Iacobucci et al. (2003) (c) Used by Wu (2004) (b) Used by Rodriguez and Park (1994) Lateral displacement ∆ A ∆y ∆u ∆90∆80 ∆70 Figure 11.”