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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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31#
發(fā)表于 2025-3-26 21:02:17 | 只看該作者
32#
發(fā)表于 2025-3-27 03:32:31 | 只看該作者
https://doi.org/10.1007/978-1-4614-2012-5In the interest of designing a cost-effective isolation system, generally the designer minimizes the number of different types of bearings. Once the designer determines how many different bearing types to design, then the design load for each bearing type can be selected to minimize the variation of load on that bearing type.
33#
發(fā)表于 2025-3-27 05:29:49 | 只看該作者
Praxis, Agency, Contestation, Learning,he alignment of the reinforcing shims and other aspects of the workmanship in the molding process, cannot be predicted by analysis, but is generally of little importance in predicting the vertical response of a bearing.
34#
發(fā)表于 2025-3-27 12:25:28 | 只看該作者
Behavior of Multilayered Bearings Under Compression and Bending,he alignment of the reinforcing shims and other aspects of the workmanship in the molding process, cannot be predicted by analysis, but is generally of little importance in predicting the vertical response of a bearing.
35#
發(fā)表于 2025-3-27 17:34:33 | 只看該作者
Seismic Isolation for Earthquake-Resistant Design,n appealing one, and many mechanisms have been invented over the past century to produce this result. Several of these ideas have proposed using rollers, layers of sand, or similar materials that would allow a building to slide, and some examples have been built. A building in Sevastopol, Ukraine, a
36#
發(fā)表于 2025-3-27 19:46:38 | 只看該作者
Vibration Isolation,erences between them—mainly associated with the degree to which the vibrational disturbance and the amplitude of the displacements in the support system are known—it is valuable to discuss basic vibration isolation theory as a baseline for a development of seismic isolation theory.
37#
發(fā)表于 2025-3-27 22:14:03 | 只看該作者
38#
發(fā)表于 2025-3-28 06:02:19 | 只看該作者
39#
發(fā)表于 2025-3-28 06:57:51 | 只看該作者
40#
發(fā)表于 2025-3-28 13:34:34 | 只看該作者
Coupled Lateral-Torsional Response of Seismically Isolated Buildings,c response of the isolators. The torsional frequency can be close to the horizontal frequencies if the stiffness of an isolator is matched to the load on that isolator, raising the possibility of a coupling between the three lowest modes if there is an imbalance between the center of mass and the ce
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