An edition of Seismic behavior of concrete bridge columns at sub-freezing temperatures (2008)

Seismic behavior of concrete bridge columns at sub-freezing temperatures

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Seismic behavior of concrete bridge columns a ...
Luis A. Montejo, Luis A. Monte ...
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Last edited by MARC Bot
December 23, 2020 | History
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An edition of Seismic behavior of concrete bridge columns at sub-freezing temperatures (2008)

Seismic behavior of concrete bridge columns at sub-freezing temperatures

by

The final goal of this research was to develop recommendations for the future seismic design or assessment of reinforced concrete bridge bent structures in cold seismic regions.

Publish Date
Publisher
Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office
Language
English
Pages
367

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Subjects

Testing Earthquake engineering Earthquake resistant design Concrete Columns Concrete bridges Design and construction Engineering Cold weather conditions
Edition Availability
Cover of: Seismic behavior of concrete bridge columns at sub-freezing temperatures
Seismic behavior of concrete bridge columns at sub-freezing temperatures
2008, Alaska Dept. of Transportation [and Public Facilities], Statewide Research Office
in English

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Book Details

Edition Notes

Cover title.

"Alaska Department of Transportation & Public Facilities, Research & Technology Transfer."

"Performed in cooperation with the U.S. Department of Transportation, Federal Highway Administration"--Rept. doc. p.

"FHWA-AK-RD-08-01."

"March 2008."

Includes bibliographical references (p. 362-367).

Final report.

Performed by Constructed Facilities Laboratory, North Carolina State University under contract no. HPR-4000(48)/61378.

Published in
Juneau, AK
Other Titles
Influence of low temperatures on the ductility of bridge structures in high seismic regions

Classifications

Library of Congress
TA445 .M725 2008

The Physical Object

Pagination
xx, 367 p. :
Number of pages
367

Edition Identifiers

Open Library
OL24550424M
LCCN
2009376859
OCLC/WorldCat
233648937

Work Identifiers

Work ID
OL15599595W

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