Slide roof system for dynamic response reduction
โ Scribed by Zhichang Tian; Jiaru Qian; Liming Zhang
- Publisher
- John Wiley and Sons
- Year
- 2008
- Tongue
- English
- Weight
- 223 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.780
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โฆ Synopsis
Abstract
A slide roof system (SRS) is proposed to reduce the dynamic response of buildings to earthquake excitations. A SRS consists of a roof structure, springs and friction materials, providing mass, stiffness and damping, respectively. The method of optimization of stiffness and friction coefficient for the SRS is introduced. A numerical analysis of an eightโstory frame structure subjected to ground motions and shaking table tests of a fiveโstory frame was carried out to study the effectiveness of the SRS. The results show that the SRS can reduce the maximum dynamic response as much as 60โ70% in the first resonate band and 35โ50% in the second resonate band. Copyright ยฉ 2007 John Wiley & Sons, Ltd.
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