Cyclic Tests of Precast Pretensioned Rocking Bridge-Column Subassemblies-Reference-Cited by-同舟云学术

Cyclic Tests of Precast Pretensioned Rocking Bridge-Column Subassemblies

Published:2017-09 Issue:9 Volume:143 Page:04017094
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Thonstad T.¹,Kennedy B. J.²,Schaefer J. A.³,Eberhard M. O.⁴,Stanton J. F.⁴

Affiliation:

1. Formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195 (corresponding author).

2. Engineer, COWI Marine North America, 1191 2nd Ave., Suite 1110, Seattle, WA 98101.

3. 1st Lieutenant, United States Air Force, Washington, DC 20001.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001823

Reference35 articles.

1. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

2. Brown W. A. (2008). “Effect of spiral properties on bar buckling in bridge columns.” M.S.C.E. thesis Univ. of Washington Seattle.

3. Cyclic tests of post-tensioned precast CFT segmental bridge columns with unbonded strands

4. Transfer and Development Length of Epoxy Coated and Uncoated Prestressing Strand

5. Seismic Behavior of Posttensioned Concrete-Filled Fiber Tubes

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