Quantifying axial deformation of columns using vibration characteristics


Autoria(s): Moragaspitiya, Praveen; Thambiratnam, David; Perera, Nimal; Chan, Tommy H.T.
Data(s)

2011

Resumo

Column elements at a certain level in building are subjected to loads from different tributary areas. Consequently, differential axial deformation among these elements occurs. Adverse effects of differential axial deformation increase with building height and geometric complexity. Vibrating wire, electronic strain and external mechanical strain gauges are used to measure the axial deformations to take adequate provisions to mitigate the adverse effects. These gauges require deploying in or on the elements during their construction in order to acquire necessary measurements continuously. The use of these gauges is therefore inconvenient and uneconomical. This highlights the need for a method to quantify the axial deformation using ambient measurements. This paper proposes a comprehensive vibration based method. The unique capabilities of the proposed method present through an illustrative example.

Formato

application/pdf

Identificador

http://eprints.qut.edu.au/43443/

Relação

http://eprints.qut.edu.au/43443/1/2011009654_Moragaspitiya_ePrints.pdf

http://www.bee.qut.edu.au/research/events/eddbe/

Moragaspitiya, Praveen, Thambiratnam, David, Perera, Nimal, & Chan, Tommy H.T. (2011) Quantifying axial deformation of columns using vibration characteristics. In The First International Postgraduate Conference on Engineering, Designing and Developing the Built Environment for Sustainable Wellbeing, 27-29 April 2011, Queensland University of Technology, Brisbane, Qld.

Direitos

Copyright 2011 The Authors & Queensland University of Technology

This publication contains conference proceedings. Reproduction, but not modification, is permissible without the authors‘ consent provided that the authors‘ work is referenced appropriately. No modification of the contents of this publication is allowed. The Organising Committee and Queensland University of Technology are not responsible for the statements or opinions expressed in this publication. Any statements or views expressed in the papers contained in these Proceedings are those of the author(s). Mention of trade names or commercial products does not constitute endorsement or recommendation for use.

Fonte

Faculty of Built Environment and Engineering; School of Urban Development

Palavras-Chave #090506 Structural Engineering #Axial Deformation #Column Elements #Vibration Characteristics #Dynamic Stiffness Matrix #Finite Element Technique
Tipo

Conference Paper