DISCUSSIONS AND CLOSURES
Aug 1, 1996
Discussion and Closure: Creep Behavior of FRP-Reinforced Wood Members
This article is a reply.
VIEW THE ORIGINAL ARTICLEAuthors: Dan A. Tingley, Nikolaos Plevris, Associate Member, ASCE, and Thanasis C. Triantafillou, Member, ASCEAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 122, Issue 8
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References
1.
Tingley, D. A. (1994a). “Aligned fiber reinforcement panel for structural wood members.” U.S. Patent Document No. 5,262,545, U.S. Patent Ofc., Washington, D.C.
2.
Tingley, D. A. (1994b). “Glued-laminated beams having a high-strength fiber-reinforcement: the bi-material interface.” Proc., Int. Timber Engrg. Conf.
3.
Tingley, D. A. (1994c) “The stress distribution through the depth of a beam reinforced with high-strength reinforced plastic,” PhD dissertation, Oregon State Univ., Corvallis, Oreg.
4.
Tingley, D. A. (1994d). “Wood and wood composite design using high-strength fiber-reinforced plastic (FiRP Panel) with special emphasis on glued laminated beam bridges.” Proc., 4th Int. Conf. on Short and Medium Span Bridges, 947–958.
5.
Imperial College of Science and Technology. (1988). Proc., Symp. on Engrg. Appl. of Parafil Ropes, London, England.
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Copyright © 1996 American Society of Civil Engineers.
History
Published online: Aug 1, 1996
Published in print: Aug 1996
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Authors
Affiliations
Dan A. Tingley
P.E.
Executive Dir., Wood Composite Engineering, Inc., 850 SW 15th Ave., Ste. 1B, Corvallis, OR 97333.
Nikolaos Plevris, Associate Member, ASCE
Civ. Engrg. Consultant, A. T. Kearney Co., New York, NY.
Thanasis C. Triantafillou, Member, ASCE
Asst. Prof., Dept. of Civ. Engrg., Struct. Div., Univ. of Patras, Patras 26500, Greece.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
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