Different modelling approaches to coupling wall and floor panels within a dynamic finite element model of a lightweight building

N. Kiel, L. V. Andersen, B. Niu, K. Persson

Research output: Chapter in Book/Report/Conference proceedingPaper in conference proceedingpeer-review

Abstract

This paper presents an investigation of a skeleton based coupling technique used for the assembly of different modules, i.e. walls and floors, in a modular finite element model. For simplicity the skeleton is introduced in the intersections of the panels. In this way all panels can be constrained to the global skeleton, leading to a removal of the constrained degrees of freedom (DOFs) in the individual panels. This artificial skeleton will inevitably influence the surrounding structure as the skeleton will be a physical part of the model. This issue is addressed. Furthermore, decoupled pseudomodes of the skeleton are discussed and analysed.

Original languageEnglish
Title of host publicationCivil-Comp Proceedings
PublisherCivil-Comp Press
Volume99
ISBN (Print)9781905088546
Publication statusPublished - 2012
Event11th International Conference on Computational Structures Technology, CST 2012 - Dubrovnik, Croatia
Duration: 2012 Sept 42012 Sept 7

Conference

Conference11th International Conference on Computational Structures Technology, CST 2012
Country/TerritoryCroatia
CityDubrovnik
Period2012/09/042012/09/07

Subject classification (UKÄ)

  • Building Technologies

Free keywords

  • Building
  • Coupling
  • Finite element method
  • Lightweight
  • Modular
  • Panels
  • Vibration

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