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Issam E. Harik
Researcher at University of Kentucky
Publications - 153
Citations - 5796
Issam E. Harik is an academic researcher from University of Kentucky. The author has contributed to research in topics: Finite element method & Bridge (interpersonal). The author has an hindex of 26, co-authored 152 publications receiving 5466 citations. Previous affiliations of Issam E. Harik include Ansys & College of Information Technology.
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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.
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.
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Experimental and Analytical Modal Analysis of Steel Arch Bridge
TL;DR: In this paper, the authors presented the experimental and analytical modal analysis of a steel-girder arch bridge, which was carried out by ambient vibration testing under traffic and wind-induced excitations.
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United States Bridge Failures, 1951–1988
TL;DR: In this article, information drawn from national engineering magazines, a nationally distributed newspaper, and a statewide newspaper in Kentucky is presented for 114 bridge failures in the continental U.S. Failure during the construction stage and bridges that were closed in order to avoid failure were not considered.
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Physical Properties of Glass Fiber Reinforced Polymer Rebars in Compression
TL;DR: In this article, the ultimate compressive strength of a glass fiber reinforced polymer (GFRP) rebar failing by crushing is approximately 50% of the ultimate tensile strength.