التفاصيل البيبلوغرافية
| العنوان: |
Shake table test of a 2-storey low-damage concrete wall building ... : in ILEE-QuakeCoRE Shake table test of a 2-storey low-damage concrete wall building ... |
| المؤلفون: |
Lu, Yiqiu, Henry, Rick, Zhou, Ying, Rodgers, Geoff, Yang, Qun, Gu, Anqi, Elwood, Kenneth, Yang, Tony |
| بيانات النشر: |
Designsafe-CI |
| سنة النشر: |
2021 |
| المجموعة: |
DataCite Metadata Store (German National Library of Science and Technology) |
| مصطلحات موضوعية: |
shake table test, reinforced concrete, low-damage, seismic resilient design, post-tensioned wall, slotted beam, wall-to-floor connection, energy dissipating devices |
| الوصف: |
A system level shake-table test of a 2-storey low-damage concrete wall building was conducted on the multi-functional shake-table array at Tongji University. The test building used post-tensioned (PT) precast concrete walls and precast concrete frames with slotted beam connections. The test building was configured in seven different designs with a range of design drift targets, wall PT configuration, and alternative energy dissipating devices installed at the wall base and slotted beam joints. The building was subjected to 39 separate ground motion tests, consisting of the different design configurations and combinations of ground motions including different intensity records, far field and near fault records, and short and long duration records. The test building were monitored by 14 video cameras, 360 sensors for both global and local response, and inspections between each phase of tests. The project documentation was recorded comprehensively throughout the whole process of the test, including building ... : To provide essential evidence to support the development of low-damage (or resilient) concrete structures, a system level shake-table test of a 2-storey low-damage concrete wall building was conducted on the multi-functional shake-table array at Tongji University. The test building used post-tensioned (PT) precast concrete walls and precast concrete frames with slotted beam connections. The test building was configured in seven different designs with a range of design drift targets, wall PT configuration, and alternative energy dissipating devices installed at the wall base and slotted beam joints. The building was subjected to 39 separate ground motion tests, consisting of the different design configurations and combinations of ground motions including different intensity records, far field and near fault records, and short and long duration records. The test building were monitored by 14 video cameras, 360 sensors for both global and local response, and inspections between each phase of tests. The project ... |
| نوع الوثيقة: |
dataset |
| اللغة: |
English |
| DOI: |
10.17603/ds2-ncac-sg36 |
| الاتاحة: |
https://dx.doi.org/10.17603/ds2-ncac-sg36
https://www.designsafe-ci.org/data/browser/public/designsafe.storage.published/PRJ-2447/#detail-7609149195132342761-242ac11b-0001-012 |
| رقم الانضمام: |
edsbas.11EDDC38 |
| قاعدة البيانات: |
BASE |