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Antonio Nanni
Researcher at University of Miami
Publications - 518
Citations - 19533
Antonio Nanni is an academic researcher from University of Miami. The author has contributed to research in topics: Fibre-reinforced plastic & Flexural strength. The author has an hindex of 62, co-authored 500 publications receiving 16867 citations. Previous affiliations of Antonio Nanni include Missouri University of Science and Technology & University of Minnesota.
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Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures
Charles E. Bakis,Damian I. Kachlakev,Morris Schupack,P. N. Balaguru,Duane J. Gee,Vistasp M. Karbhari,David Scott,Craig A. Ballinger,T. Russell Gentry,Howard S. Kliger,Rajan Sen,Lawrence C. Bank,Arie Gerritse,James G. Korff,Mohsen Shahawy,Karl Gillette,Michael W. Lee,Carol K. Shield,Brahim Benmokrane,William J. Gold,Ibrahim M. Mahfouz,Khaled Soudki,Gregg J. Blaszak,Charles H. Goodspeed,Henry N. Marsh,R. Taerwe,Gordon L. Brown,F. Grace,Orange S. Marshall,Vicki L. Brown,Mark F. Green,Houssam Toutanji,Thomas I. Campbell,Mark E. Greenwood,Ayman Mosallam,Taketo Uomoto,Charles W. Dolan,Doug D. Gremel,Antoine E. Naaman,Miroslav Vadovic,Michael S. Guglielmo,Antonio Nanni,David R. Vanderpool,Rami M. Elhassan,Issam E. Harik,Kenneth W. Neale,Milan Vatovec,Salem S. Faza,Mark P. Henderson,Stephanie L. Walkup,Edward R. Fyfe,Bohdan N. Horeczko,Max L. Porter,David White,David M. Gale,Srinivasa L. Iyer,Sami H. Rizkalla,John P. Busel +57 more
TL;DR: The Emerging Technology Series as mentioned in this paper is a series of information and recommendations based on available test data, technical reports, limited experience with field applications, and the opinions of committee members, with a focus on the development and appropriate use of new and emerging technologies.
Proceedings ArticleDOI
Guide for the Design and Construction of Concrete Reinforced with FRP Bars (ACI 440.1R-03)
TL;DR: The guide for the design and construction of concrete reinforced with FRP bars is published by the American Concrete Institute (ACI) as discussed by the authors, which has been used as the internal reinforcement in concrete members to replace conventional steel rebars.
Journal ArticleDOI
Contribution of Externally Bonded FRP to Shear Capacity of RC Flexural Members
TL;DR: In this article, the authors present a review of the current research on shear strengthening with FRP and propose design algorithms to compute the contribution of FRP to the shear capacity of RC flexural members.
Journal ArticleDOI
Use of sea-sand and seawater in concrete construction: Current status and future opportunities
TL;DR: A critical review of existing studies on the effects of using sea-sand and/or seawater as raw materials of concrete on the properties of the resulting concrete, including its workability, short and long-term strength as well as durability is presented in this paper.
Guide for the Design and Construction of Structural Concrete Reinforced with FRP Bars
Tarek Alkhrdaji,Edward R. Fyfe,James G. Korff,Morris Schupack,Charles E. Bakis,T. Russell Gentry,Michael W. Lee,David Scott,P. N. Balaguru,Janos Gergely,John Levar,Rajan Sen,Lawrence C. Bank,William J. Gold,Ibrahim M. Mahfouz,Khaled Soudki,Nabil F. Grace,Orange S. Marshall,Samuel A. Steere,Brahim Benmokrane,Mark F. Green,Robert Steffen,Gregg J. Blaszak,Zareh B. Gregorian,Ayman Mosallam,Gamil S. Tadros,Timothy E. Bradberry,Doug D. Gremel,Antonio Nanni,Jay Thomas,Gordon L. Brown,Kenneth W. Neale,Houssam Toutanji,Vicki L. Brown,Issam E. Harik,John P. Newhook,J. Gustavo Tumialan,T. Ivan Campbell,Kent A. Harries,Max L. Porter,Milan Vatovec,Raafat El-Hacha,Mark P. Henderson,Mark Postma,Stephanie L. Walkup,Garth J. Fallis,Bohdan N. Horeczko,Hayder A. Rasheed,David White,Amir Fam,Vistasp M. Karbhari,Sami H. Rizkalla,John P. Busel,Carol K. Shield +53 more
TL;DR: The American Concrete Institute (ACI) as mentioned in this paper is a non-profit organization dedicated to the preservation and preservation of concrete artifacts and their use in the construction of concrete structures.