Vibration-Based Estimation of Tension Stress in Steel Eyebars-Reference-Cited by-同舟云学术

Vibration-Based Estimation of Tension Stress in Steel Eyebars

Published:2016-12 Issue:12 Volume:142 Page:04016124
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Mazurek David F.¹

Affiliation:

1. Professor of Civil Engineering, Dept. of Engineering, U.S. Coast Guard Academy, 27 Mohegan Ave., New London, CT 06320-8101.

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.0001613

Reference11 articles.

1. AREA (American Railway Engineering Association). (1946). “The shortening of eyebars to equalize the stress.” Bulletin 460 Chicago 969–986.

2. AREMA (American Railway Engineering and Maintenance-of-Way Association). (2015). “Section 8.2: Method of shortening of eyebars to equalize the stress.” Lanham MD.

3. Natural frequencies of beams under tensile axial loads

4. VIBRATION OF A FREE-FREE BEAM UNDER TENSILE AXIAL LOADS

5. Vibration of Tensioned Beams with Intermediate Damper. I: Formulation, Influence of Damper Location

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