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Titlebook: Earthquake-Resistant Design with Rubber; James M. Kelly Book 1997Latest edition Springer-Verlag London Limited 1997 Buildings.Elastomer.Ru

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發(fā)表于 2025-3-23 13:46:49 | 只看該作者
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發(fā)表于 2025-3-23 21:44:39 | 只看該作者
https://doi.org/10.1007/978-1-4471-0971-6Buildings; Elastomer; Rubber; design; design methods; design process; earthquake; isolation; stability; struc
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發(fā)表于 2025-3-24 01:24:51 | 只看該作者
978-1-4471-1247-1Springer-Verlag London Limited 1997
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發(fā)表于 2025-3-24 03:49:38 | 只看該作者
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發(fā)表于 2025-3-24 06:53:58 | 只看該作者
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發(fā)表于 2025-3-24 10:57:03 | 只看該作者
https://doi.org/10.1007/978-94-011-7804-4ral system of this building by mass matrix, ., damping matrix, ., and stiffness matrix, .. For a conventionally based structure, the relative displacement, ., of each degree of freedom with respect to the ground is given by.where r is a vector that couples each degree of freedom to the ground motion.
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發(fā)表于 2025-3-24 17:30:06 | 只看該作者
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發(fā)表于 2025-3-24 21:09:50 | 只看該作者
Book 1997Latest editionhnology has been demonstrated not only in laboratory research, but also in the actual response of base-isolated buildings during earthquakes. Increasingly, new and existing buildings in earthquake-prone regions throughout the world are making use of this innovative strategy. In this expanded and upd
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發(fā)表于 2025-3-25 02:56:08 | 只看該作者
Buckling Behavior of Elastomeric Bearings,aring as a continuous composite system. This analysis considers the bearing to be a beam, and the deformation is assumed to be such that plane sections normal to the undeformed central axis remain plane, but not necessarily normal to the deformed axis.
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