E
Edoardo Cosenza
Researcher at University of Naples Federico II
Publications - 97
Citations - 7016
Edoardo Cosenza is an academic researcher from University of Naples Federico II. The author has contributed to research in topics: Fibre-reinforced plastic & Concrete cover. The author has an hindex of 33, co-authored 93 publications receiving 6078 citations. Previous affiliations of Edoardo Cosenza include University of Salerno & Missouri University of Science and Technology.
Papers
More filters
Journal ArticleDOI
Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review
Charles E. Bakis,Lawrence C. Bank,Vicki L. Brown,Edoardo Cosenza,Julio F. Davalos,John J. Lesko,Atsuhiko Machida,Sami H. Rizkalla,Thanasis Triantafillou +8 more
TL;DR: A concise state-of-the-art survey of fiber-reinforced polymer composites for construction applications in civil engineering is presented in this article, which includes a historical review, the current state of the art, and future challenges.
Fiber-Reinforced Polymer Composites for Construction—State-of-the-Art Review
Charles E. Bakis,Lawrence C. Bank,Vicki L. Brown,Edoardo Cosenza,Julio F. Davalos,John J. Lesko,Atsuhiko Machida,Sami H. Rizkalla,Thanasis Triantafillou +8 more
TL;DR: A concise state-of-the-art survey of fiber-reinforced polymer composites for construction applications in civil engineering is presented in this article, which includes a historical review, the current state of the art, and future challenges.
Journal ArticleDOI
REXEL: computer aided record selection for code-based seismic structural analysis
TL;DR: It is shown how REXEL can effectively be a contribution to code-based real records selection for seismic structural analysis.
Journal ArticleDOI
Behavior and Modeling of Bond of FRP Rebars to Concrete
TL;DR: In this article, a state-of-the-art report on the bond of fiber reinforced plastic rebars (FRP bars) to concrete is presented, and several tests are analyzed to better understand bond mechanisms and the influence of type of fiber, outer surface (shape and type of matrix), and other significant parameters (i.e., confining pressure, bar diameter, compressive concrete strength) on bond performances.
Journal ArticleDOI
The use of damage functionals in earthquake engineering: A comparison between different methods
TL;DR: In this paper, the behavior of the EPP-SDOF model under seismic actions is analyzed by different "damage functionals" to define collapse under cyclic loading, based on the concept of maximum ductility and dissipated plastic energy.