Design of Mechanical Viscous Dampers for Stay Cables-Reference-Cited by-同舟云学术

Design of Mechanical Viscous Dampers for Stay Cables

Published:2000-05 Issue:2 Volume:5 Page:114-123
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tabatabai Habib¹²³⁴,Mehrabi Armin B.¹²³⁴

Affiliation:

1. P.E.

2. P.E., Associate Member, ASCE

3. Prin. Struct. Engr., Constr. Technol. Lab., Inc., 5420 Old Orchard Rd., Skokie, IL 60077.

4. Prin. Engr., Constr. Technol. Lab., Inc., 5420 Old Orchard Rd., Skokie, IL.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282000%295%3A2%28114%29

Reference14 articles.

1. Crandall S. H. and McCalley R. B. Jr. ( 1996). “Chapter 28: Matrix methods of analysis.” Handbook of shock and vibration M. H. Harris ed. McGraw-Hill New York.

2. “EISPACK: A package for solving matrix eigenvalue problems.” (1977). Mathematics and Computer Science Division Argonne National Laboratory Argonne Ill.

3. Irwin P. A. (1997). “Wind vibrations of cables on cable-stayed bridges.” Proc. ASCE Struct. Congr. ASCE New York 1 383–387.

4. Kovacs I. (1982). “Zur frage der seilschwingungen und der seildampfung.” Die Bautechnik 10 325–332 (in German).

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