Live-Load Response of Eyebars on a 110-Year-Old Steel Truss Railroad Bridge-Reference-Cited by-同舟云学术

Live-Load Response of Eyebars on a 110-Year-Old Steel Truss Railroad Bridge

Published:2021-02 Issue:1 Volume:26 Page:04020045
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Jacobs David W.¹,Dhakal Suvash²,Malla Ramesh B.³

Affiliation:

1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, 261 Glenbrook Rd., Unit 3037, Storrs, CT 06269-3037.

2. Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, 261 Glenbrook Rd., Unit 3036, Storrs, CT 06269-3037.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Connecticut, 261 Glenbrook Rd., Unit 3037, Storrs, CT 06269-3037 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000523

Reference26 articles.

1. AREA (American Railway Engineering Association). 1947. “The shortening of eyebars to equalize the stress: Preliminary report of committee 15.” In Vol. 48 of Proc. American Railway Engineering Association 969–986. Lanham MD: AREA.

2. AREA (American Railway Engineering Association). 1957. “Tests of steel girder spans and a concrete pier on the Santa Fe.” In Vol. 58 of Proc. American Railway Engineering Association 99–101. Lanham MD: AREA.

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