Response study of a flexible building using three earthquake records
By: M. Çelebi
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Abstract
This paper examines the response of a flexible building during three earthquakes. The records from the building are long and contain low frequencies. The site frequency (0.33-0.38 Hz) is in proximity to the fundamental translational frequency (??? 0.45 Hz), which is closely coupled with the fundamental torsional frequency (???0.57 Hz). The inherent structural damping is low (???2-3%). Each of these factors contribute to the long-duration response of the building with several cycles of beating.
| Publication type | Conference Paper |
|---|---|
| Publication Subtype | Conference Paper |
| Title | Response study of a flexible building using three earthquake records |
| ISBN | 087262952X |
| Year Published | 1994 |
| Language | English |
| Publisher | Publ by ASCE |
| Publisher location | New York, NY, United States |
| Larger Work Title | Structures Congress XII |
| First page | 1220 |
| Last page | 1225 |
| Conference Title | Proceedings of the Structures Congress '94 |
| Conference Location | Atlanta, GA, USA |
| Conference Date | 24 April 1994 through 28 April 1994 |