| 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. |
| Genre: | Conference Paper |
| ProdID: | 70017955 |
| Citation Author: | Celebi, M. |
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| Citation End Page: | 1225 |
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| Citation Language: | English |
| Citation Larger Work Title: | Structures Congress XII |
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| Citation Number Of Pages: | 6 |
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| Citation Publisher: | Publ by ASCE |
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| Citation Search Results Text: | Response study of a flexible building using three earthquake records; 1994; Conference Paper; Structures Congress XII; Celebi, M. |
| Citation Start Page: | 1220 |
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| Citation Year: | 1994 |
| Type: | citation/reference |
| Text: | Response study of a flexible building using three earthquake records; 1994; Conference Paper; Structures Congress XII; Celebi, M. |
| URL (THUMBNAIL): | http://pubs.er.usgs.gov/thumbnails/outside_thumb.jpg |
| Date Other: | Sat, 1 Jan 1994 00:00 -0600 |
| Publisher: | Publ by ASCE |
