Dynamic analysis of seismically excited flexible truss tower with scissor-jack dampers
Author:
Affiliation:
1. Department of Civil Engineering; Ohio University; Athens; OH; 45701; USA
2. Department of Civil and Environmental Engineering; FAMU-FSU College of Engineering; Tallahassee; FL; 32310; USA
Publisher
Wiley
Subject
Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/stc.465/fullpdf
Reference36 articles.
1. Dynamic analysis of wind-excited truss tower with friction dampers;Qu;Computers & Structures,2001
2. Fantozzi MW Seismic design of communication towers Structural Engineering and Public Safety-Proceedings of the 2006 Structures Congress 2006 182
3. Gaul L Albrecht H Wirnitzer J Semi-active damping of large space truss structures using friction joints Proceeding of SPIE - The International Society for Optical Engineering 2002 4935 232 243
4. Wind-induced deflections of free-standing lattice towers;Glanville;Engineering Structures,1996
5. Rengaraja T Rao BN Rajaraman A Adaptive systems for truss and tower systems Proceedings of SPIE-The International Society for Optical Engineering 2005 5765 1 843 852
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