Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members

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Durability and ultimate flexural loading of s ...
Richard M. Gutkowski
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Last edited by MARC Bot
December 20, 2020 | History

Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members

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The objective of this research study is to examine the long term effectiveness and durability performance of fiber reinforced polymer (FRP) strengthened full size timber bridge members and to investigate their behavior when ultimately load tested....

Publish Date
Language
English
Pages
71

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Book Details


Edition Notes

"December 2007."

Mountain-Plains Consortium consists of Colorado State University, North Dakota State University, University of Utah, and the University of Wyoming.

Includes bibliographical references (p. 69-71).

Also available via the World Wide Web.

Published in
[Fargo, N.D.]
Series
MPC report -- no. 07-190

Classifications

Library of Congress
TG445 .G87 2007

The Physical Object

Pagination
vi, 71 p. :
Number of pages
71

ID Numbers

Open Library
OL17035323M
LCCN
2008377481

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History

Download catalog record: RDF / JSON
December 20, 2020 Edited by MARC Bot import existing book
December 3, 2010 Edited by Open Library Bot Added subjects from MARC records.
December 10, 2009 Created by WorkBot add works page