Floor acceleration demands for 11 instrumented buildings in Taiwan during the 1999 Chi Chi earthquake

Rola Assi, Ghyslaine McClure, George C. Yao

Research output: Contribution to conferencePaper

Abstract

Accurate prediction of peak floor absolute accelerations is a crucial step in defining simplified seismic design procedures for operational and functional components (OFCs) attached to common buildings. A particular characteristic of seismic accelerations is that they increase along the building elevation. The amount of this increase depends on many factors, such as the type of lateral load resisting system, the height of the structure and the input ground motion. The suggested linearly increasing height factor in current design codes is empirical and based on limited observation of recorded data. Some research and observations have suggested that this factor needs revision in order to include the characteristics of the building and input ground motion. This has motivated several countries concerned with high seismic hazards to embark in building monitoring programs. As a part of a project sponsored by the Taiwan Strong Motion Instrument Program (TSMIP), data from 11 extensively instrumented buildings in Taiwan during the 1999 Chi Chi earthquake were compared to modern code provisions. The studied buildings have different lateral load resisting systems and different heights, and they did not suffer any structural damage during the earthquake. Based on acceleration measurements, the article discusses the correlation in the elastic range between the height amplification factor and some of the building characteristics.

Original languageEnglish
Pages1937-1947
Number of pages11
Publication statusPublished - 2005 Nov 15
Event2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond - New York, NY, United States
Duration: 2005 Apr 202005 Apr 24

Other

Other2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond
CountryUnited States
CityNew York, NY
Period05-04-2005-04-24

Fingerprint

Earthquakes
Acceleration measurement
Seismic design
Amplification
Loads (forces)
Hazards
Monitoring

All Science Journal Classification (ASJC) codes

  • Engineering(all)

Cite this

Assi, R., McClure, G., & Yao, G. C. (2005). Floor acceleration demands for 11 instrumented buildings in Taiwan during the 1999 Chi Chi earthquake. 1937-1947. Paper presented at 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond, New York, NY, United States.
Assi, Rola ; McClure, Ghyslaine ; Yao, George C. / Floor acceleration demands for 11 instrumented buildings in Taiwan during the 1999 Chi Chi earthquake. Paper presented at 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond, New York, NY, United States.11 p.
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Assi, R, McClure, G & Yao, GC 2005, 'Floor acceleration demands for 11 instrumented buildings in Taiwan during the 1999 Chi Chi earthquake' Paper presented at 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond, New York, NY, United States, 05-04-20 - 05-04-24, pp. 1937-1947.

Floor acceleration demands for 11 instrumented buildings in Taiwan during the 1999 Chi Chi earthquake. / Assi, Rola; McClure, Ghyslaine; Yao, George C.

2005. 1937-1947 Paper presented at 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond, New York, NY, United States.

Research output: Contribution to conferencePaper

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Assi R, McClure G, Yao GC. Floor acceleration demands for 11 instrumented buildings in Taiwan during the 1999 Chi Chi earthquake. 2005. Paper presented at 2005 Structures Congress and the 2005 Forensic Engineering Symposium - Metropolis and Beyond, New York, NY, United States.