A Steady on torsional behaviors of high-damping rubber bearings with hysteretic and viscous damping mechanism by time-history analysis under bi-axial seismic waves
被引:0
作者:
Shimooki, Wataru
论文数: 0引用数: 0
h-index: 0
机构:
Structural Design Division, ANDO Corporation, Tokyo University of ScienceStructural Design Division, ANDO Corporation, Tokyo University of Science
Shimooki, Wataru
[1
]
Kitamura, Haruyuki
论文数: 0引用数: 0
h-index: 0
机构:
Dept. of Architecture, Tokyo University of ScienceStructural Design Division, ANDO Corporation, Tokyo University of Science
Kitamura, Haruyuki
[2
]
Shimozono, Masashi
论文数: 0引用数: 0
h-index: 0
机构:
Dept. of Architecture, Tokyo University of ScienceStructural Design Division, ANDO Corporation, Tokyo University of Science
Shimozono, Masashi
[2
]
Murota, Nobuo
论文数: 0引用数: 0
h-index: 0
机构:
Infrastructure Products Development Department, Bridgestone CorporationStructural Design Division, ANDO Corporation, Tokyo University of Science
Murota, Nobuo
[3
]
Kato, Hideaki
论文数: 0引用数: 0
h-index: 0
机构:
Infrastructure Products Development Department, Bridgestone CorporationStructural Design Division, ANDO Corporation, Tokyo University of Science
Kato, Hideaki
[3
]
机构:
[1] Structural Design Division, ANDO Corporation, Tokyo University of Science
[2] Dept. of Architecture, Tokyo University of Science
[3] Infrastructure Products Development Department, Bridgestone Corporation
来源:
Journal of Structural and Construction Engineering
|
2012年
/
77卷
/
678期
关键词:
Bi-axial seismic wave input;
High damping rubber bearings;
Multiple shear spring model;
Seismic-isolated structure;
Torsional strain;
D O I:
10.3130/aijs.77.1247
中图分类号:
学科分类号:
摘要:
In this study, torsional behaviors of high-damping rubber bearings under various bi-axial seismic waves observed in the site are investigated by time-history analysis with single mass system. A simplified numerical model for the shear properties of the bearings composed of a hysteretic damping element and a viscous damping element is proposed for the analysis. The influences of the characteristic of the seismic wave to the torsional strain generated in the bearings by the effect of damping elements are evaluated. Furthermore, relations between the behavior of the bearings during seismic response and the oval-loading test which is specified for the test of bi-axial ultimate characteristics are examined.