Dynamic response of tension cable structures due to wind loads

  • Stefanou G
  • 6

    Readers

    Mendeley users who have this article in their library.
  • 7

    Citations

    Citations of this article.

Abstract

This paper examines the various steps involved in the analysis of cable structures under static loads and their response to dynamic forces due to gust and wind loads. The analyses described allow for nonlinearities and are based on the minimization of the total potential energy, using gradient methods. Dynamic analyses for dynamic loads due to wind are also considered. The damping capacity of tension roof structures and the effects of various structural parameters on damping are discussed. Existing experimental data and numerical prediction from various references are included in the paper. © 1992.

Get free article suggestions today

Mendeley saves you time finding and organizing research

Sign up here
Already have an account ?Sign in

Find this document

Authors

  • G. D. Stefanou

Cite this document

Choose a citation style from the tabs below

Save time finding and organizing research with Mendeley

Sign up for free