Application of finite element method to the stability of an eccentrically loaded column by slave loads including damping

Research output: Contribution to journalArticle

Abstract

The finite element method is used to analyze the stability of a cantilever
column resting on elastic foundation and subjected to an eccentric slave load
at its free end. The analysis has been conducted according to Bernoulli-Euler
and Timoshenko beam theories. Effects of the mass offset, coupling effects and
damping has been taken into account.

Details

Authors
  • Arif Majid Arif
  • Ove Pettersson
Organisations
Research areas and keywords

Subject classification (UKÄ) – MANDATORY

  • Other Civil Engineering
  • Building Technologies
Original languageEnglish
Pages (from-to)141-154
JournalInternational Journal of Analytical and Experimental Modal Analysis
Volume5
Issue number3
Publication statusPublished - 1990
Publication categoryResearch
Peer-reviewedYes

Related research output

Ghazi Majid Arif, 1991, Lund University, Department of Fire Safety Engineering.

Research output: ThesisDoctoral Thesis (compilation)

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