Analogy 发表于 2025-3-23 13:46:49
http://reply.papertrans.cn/31/3010/300920/300920_11.png集合 发表于 2025-3-23 17:04:09
http://reply.papertrans.cn/31/3010/300920/300920_12.png带来的感觉 发表于 2025-3-23 21:44:39
https://doi.org/10.1007/978-1-4471-0971-6Buildings; Elastomer; Rubber; design; design methods; design process; earthquake; isolation; stability; struc空洞 发表于 2025-3-24 01:24:51
978-1-4471-1247-1Springer-Verlag London Limited 1997ornithology 发表于 2025-3-24 03:49:38
http://reply.papertrans.cn/31/3010/300920/300920_15.png高射炮 发表于 2025-3-24 06:53:58
http://reply.papertrans.cn/31/3010/300920/300920_16.pngcovert 发表于 2025-3-24 10:57:03
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.DENT 发表于 2025-3-24 17:30:06
http://reply.papertrans.cn/31/3010/300920/300920_18.pngaphasia 发表于 2025-3-24 21:09:50
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不可比拟 发表于 2025-3-25 02:56:08
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.