SEISMIC PERFORMANCE ASSESSMENT AND IMPROVEMENT OF PRESTRESSED CONCRETE BUILDINGS BASED ON E-DEFENSE SHAKING TABLE TEST
| Autor: | Hitoshi Shiohara, Kenichi Tahara, Taizo Matsumori, Minehiro Nishiyama, Takuya Nagae, Toshimi Kabeyasawa, Kunio Fukuyama, Susumu Kono, Isao Nishiyama |
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| Rok vydání: | 2012 |
| Předmět: |
Engineering
business.industry Frame (networking) Building and Construction Structural engineering Longitudinal direction law.invention Moment (mathematics) Mechanism (engineering) Prestressed concrete law Architecture Earthquake shaking table Geotechnical engineering business Transverse direction Intensity (heat transfer) |
| Zdroj: | Journal of Structural and Construction Engineering (Transactions of AIJ). 77:75-84 |
| ISSN: | 1881-8153 1340-4202 |
| DOI: | 10.3130/aijs.77.75 |
| Popis: | A four-story prestressed concrete building is tested by using the E-Defense shake-table facility. The test building with a rectangular plan utilizes the moment frame system in the longitudinal direction and the multi-story wall frame system in the transverse direction. For a series of tests, the intensity of input ground motions is gradually increased. Finally, the moment frame system sustains the maximum story drifts more than 0.05 rad exhibiting a partial mechanism, while the multi-story wall frame system remains the story drifts less than 0.02 rad. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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