Extension of large-scale modal analysis techniques to historic masonry vaults

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

As a result of the increasing demand for the condition assessment and rehabilitation of historic structures, the application of modal analysis techniques to large-scale masonry buildings is a growing area for the field of experimental mechanics. Although a large body of literature discusses testing on various forms of laboratory specimens, modal testing on a large-scale historic masonry structures has completely different practical issues that challenge the selection of testing variables, equipment, and set-up. Recently, the reading room masonry domes of the State Education Building were subject to experimental modal analysis to enhance the quality of the numerical model. The purpose of these experiments is to identify the dynamic parameters of the vaulted structure and to justify two modeling assumptions established during the finite element analysis: masonry behaves as a linearly elastic material under existing loading conditions, and the construction imperfections have minimal influence on global behavior. The paper also shows that the use of experimental modal analysis can be extended to the investigation of the dynamic interaction between adjacent components of a large-scale structure and to the examination of the elastic support conditions exerted by the adjacent elements.

Original languageEnglish (US)
Title of host publicationIMAC-XXV - Celebrating 25 Years of IMAC
StatePublished - Dec 1 2007
Event25th Conference and Exposition on Structural Dynamics 2007, IMAC-XXV - Orlando, FL, United States
Duration: Feb 19 2007Feb 22 2007

Publication series

NameConference Proceedings of the Society for Experimental Mechanics Series
ISSN (Print)2191-5644
ISSN (Electronic)2191-5652

Other

Other25th Conference and Exposition on Structural Dynamics 2007, IMAC-XXV
CountryUnited States
CityOrlando, FL
Period2/19/072/22/07

Fingerprint

Modal analysis
Testing
Domes
Patient rehabilitation
Numerical models
Mechanics
Education
Finite element method
Defects
Experiments

All Science Journal Classification (ASJC) codes

  • Engineering(all)
  • Computational Mechanics
  • Mechanical Engineering

Cite this

Atamturktur, H. S., Hanagan, L. M., & Boothby, T. E. (2007). Extension of large-scale modal analysis techniques to historic masonry vaults. In IMAC-XXV - Celebrating 25 Years of IMAC (Conference Proceedings of the Society for Experimental Mechanics Series).
Atamturktur, H. Sezer ; Hanagan, Linda Morley ; Boothby, Thomas E. / Extension of large-scale modal analysis techniques to historic masonry vaults. IMAC-XXV - Celebrating 25 Years of IMAC. 2007. (Conference Proceedings of the Society for Experimental Mechanics Series).
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Atamturktur, HS, Hanagan, LM & Boothby, TE 2007, Extension of large-scale modal analysis techniques to historic masonry vaults. in IMAC-XXV - Celebrating 25 Years of IMAC. Conference Proceedings of the Society for Experimental Mechanics Series, 25th Conference and Exposition on Structural Dynamics 2007, IMAC-XXV, Orlando, FL, United States, 2/19/07.

Extension of large-scale modal analysis techniques to historic masonry vaults. / Atamturktur, H. Sezer; Hanagan, Linda Morley; Boothby, Thomas E.

IMAC-XXV - Celebrating 25 Years of IMAC. 2007. (Conference Proceedings of the Society for Experimental Mechanics Series).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Atamturktur HS, Hanagan LM, Boothby TE. Extension of large-scale modal analysis techniques to historic masonry vaults. In IMAC-XXV - Celebrating 25 Years of IMAC. 2007. (Conference Proceedings of the Society for Experimental Mechanics Series).