Load Transfer and Recovery Length in Parallel Wires of Suspension Bridge Cables-Reference-Cited by-同舟云学术

Load Transfer and Recovery Length in Parallel Wires of Suspension Bridge Cables

Published:2011-04 Issue:4 Volume:137 Page:227-237
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Waisman Haim¹²³⁴,Montoya Arturo¹²³⁴,Betti Raimondo¹²³⁴,Noyan I. C.¹²³⁴

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering and Applied Mechanics, Columbia Univ., 610 SW Mudd, Mail Code: 4709, New York, NY 10027 (corresponding author).

2. Graduate Student, Dept. of Civil Engineering and Applied Mechanics, Columbia Univ., 610 SW Mudd, Mail Code: 4709, New York, NY 10027.

3. Professor, Dept. of Civil Engineering and Applied Mechanics, Columbia Univ., 610 SW Mudd, Mail Code: 4709, New York, NY 10027.

4. Professor, Dept. of Applied Physics and Applied Mathematics, Columbia Univ., 1120 SW Mudd, Mail Code: 4701, New York, NY 10027.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000220

Reference27 articles.

1. ABAQUS [Computer software]. Version 6.8 Hibbitt Karlson and Sorensen Pawtucket RI.

2. Accelerated Corrosion and Embrittlement of High-Strength Bridge Wire

3. Betti R. and Yanev B. (1999). “Conditions of suspension bridge cables: The New York City case study.” Transportation Research Record 1654 Transportation Research Board Washington DC 12 105–112.

4. Effective Length of a Fractured Wire in Wire Rope

5. Theory of Wire Rope

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