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Titlebook: Earthquake-Resistant Design with Rubber; James Marshall Kelly Book 19931st edition Springer-Verlag London Limited 1993 Buildings.Design.Ru

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書(shū)目名稱(chēng)Earthquake-Resistant Design with Rubber
編輯James Marshall Kelly
視頻videohttp://file.papertrans.cn/301/300921/300921.mp4
圖書(shū)封面Titlebook: Earthquake-Resistant Design with Rubber;  James Marshall Kelly Book 19931st edition Springer-Verlag London Limited 1993 Buildings.Design.Ru
描述My involvement in the use of natural rubber as a method for the protec- 1976. At that time, tion of buildings against earthquake attack began in I was working on the development of energy-dissipating devices for the same purpose and had developed and tested a device that was even- tually used in a stepping-bridge structure, this being a form of partial isolation. It became clear to me that in order to use these energy devices for the earthquake protection of buildings, it would be best to combine them with an isolation system which would give them the large displace- ments needed to develop sufficient hysteresis. At this appropriate point in time, I was approached by Dr. C. J. Derham, then of the Malaysian Rubber Producers‘ Research Association (MRPRA), who asked if I was interested in looking at the possibility of conducting shaking table tests at the Earthquake Simulator Laboratory to see to what extent natural rubber bearings could be used to protect buildings from earthquakes. Very soon after this meeting, we were able to do such a test using a 20-ton model and hand-made isolators. The eady tests were very promising. Accordingly, a further set of tests was done with a more real
出版日期Book 19931st edition
關(guān)鍵詞Buildings; Design; Rubber; bridge; damping; development; earthquake; energy; hysteresis; isolation; model; prot
版次1
doihttps://doi.org/10.1007/978-1-4471-3359-9
isbn_ebook978-1-4471-3359-9
copyrightSpringer-Verlag London Limited 1993
The information of publication is updating

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Design Process for Multilayer Elastomeric Bearings,arings are subjected are well defined and happen on a regular basis. If these provisions were to be applied to elastomeric bearings for isolation, they would result in unnecessarily conservative designs. In the design of seismic isolation bearings for buildings, it has to be recognized that codes su
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,Residential Care … Not Medical Coercion,s an appealing one, and many mechanisms to produce this result have been proposed during the last hundred years. Many of these utilized rollers or layers of sand or similar materials that would allow a building to slide. Some examples of these have been built. A building in Savastopol, Ukraine and a
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Metabolic Energy Expenditure at Resters from vibration isolation in several ways. The flexibility of the isolated structure must be taken into account and there will be a base slab of some sort on which the building is mounted, the mass of which must be included in the model. In vibration isolation we are concerned with protection aga
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Stress Raisers, Fracture, and Fatigue, by a great many engineers and architects from the USA and around the world. However, it was several years before the second base-isolated building was begun. The acceptance of isolation as an anti-seismic design approach for some classes of buildings has clearly been inhibited in the USA by lack of
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