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Slide roof system for dynamic response reduction

โœ 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

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โœฆ 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 eightโ€story frame structure subjected to ground motions and shaking table tests of a fiveโ€story 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 60โ€“70% in the first resonate band and 35โ€“50% in the second resonate band. Copyright ยฉ 2007 John Wiley & Sons, Ltd.


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