Exploring damping characteristics of composite tower of cable-stayed bridges-Reference-Cited by-同舟云学术

Exploring damping characteristics of composite tower of cable-stayed bridges

Published:2016-03 Issue:3 Volume:41 Page:345-358
ISSN:0256-2499
Container-title:Sādhanā
language:en
Short-container-title:Sādhanā

Author:

ABDEL RAHEEM SHEHATA E^ORCID

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Link

http://link.springer.com/content/pdf/10.1007/s12046-016-0467-x.pdf

Reference42 articles.

1. Johnson C D and Kienhholz D A 1982 Finite element prediction of damping in structures. Am. Inst. Aeronaut. Astronaut. J. 20 (9): 1284–1290

2. Kawashima K, Unjoh S and Tunomoto M 1993 Estimation of damping ratio of cable-stayed bridges for seismic design . J. Struct. Eng. 119 (4): 1015–1031, doi: 10.1061/(ASCE)0733--9445(1993)119:4(1015)

3. Huang B C, Leung A Y T, Lam K M and Cheung Y K 1995 Analytical determination of equivalent modal damping ratios of a composite tower in wind-induced vibrations. Comput. Struct. 59 (2): 311–316, doi: 10.1016/0045-7949(95)00258-8

4. Casciati F, Cimellaro G P and Domaneschi M 2008 Seismic reliability of a cable-stayed bridge retrofitted with hysteretic devices. Comput. Struct. 86 (17–18): 1769–1781, doi: 10.1016/j.compstruc.2008.01.012

5. Abdel Raheem S E and Hayashikawa T 2007 Damping characteristics in soil-foundation-superstructure interaction model of cable-stayed bridges tower. J. Construct. Steel Japanese Soc. Steel Construct. 15: 261–268

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