標(biāo)題: Titlebook: Earthquake-Resistant Design with Rubber; James Marshall Kelly Book 19931st edition Springer-Verlag London Limited 1993 Buildings.Design.Ru [打印本頁(yè)] 作者: 僵局 時(shí)間: 2025-3-21 18:58
書(shū)目名稱Earthquake-Resistant Design with Rubber影響因子(影響力)
書(shū)目名稱Earthquake-Resistant Design with Rubber影響因子(影響力)學(xué)科排名
書(shū)目名稱Earthquake-Resistant Design with Rubber網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱Earthquake-Resistant Design with Rubber網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱Earthquake-Resistant Design with Rubber被引頻次
書(shū)目名稱Earthquake-Resistant Design with Rubber被引頻次學(xué)科排名
書(shū)目名稱Earthquake-Resistant Design with Rubber年度引用
書(shū)目名稱Earthquake-Resistant Design with Rubber年度引用學(xué)科排名
書(shū)目名稱Earthquake-Resistant Design with Rubber讀者反饋
書(shū)目名稱Earthquake-Resistant Design with Rubber讀者反饋學(xué)科排名
作者: 心胸狹窄 時(shí)間: 2025-3-21 23:20 作者: palliative-care 時(shí)間: 2025-3-22 02:06 作者: 龍蝦 時(shí)間: 2025-3-22 07:25 作者: 蕨類 時(shí)間: 2025-3-22 12:34 作者: Mutter 時(shí)間: 2025-3-22 16:10 作者: Mutter 時(shí)間: 2025-3-22 21:08
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作者: 環(huán)形 時(shí)間: 2025-3-22 23:22
,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作者: 沐浴 時(shí)間: 2025-3-23 04:30
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作者: mettlesome 時(shí)間: 2025-3-23 08:35
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作者: Forehead-Lift 時(shí)間: 2025-3-23 10:23 作者: 知識(shí) 時(shí)間: 2025-3-23 15:31 作者: 自傳 時(shí)間: 2025-3-23 20:26 作者: Arroyo 時(shí)間: 2025-3-23 23:24
Testing for Invariant Latent Mean Structuresarings 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作者: 禍害隱伏 時(shí)間: 2025-3-24 04:34 作者: 顯微鏡 時(shí)間: 2025-3-24 10:02 作者: 錢(qián)財(cái) 時(shí)間: 2025-3-24 12:02 作者: 手榴彈 時(shí)間: 2025-3-24 18:49 作者: 集聚成團(tuán) 時(shí)間: 2025-3-24 22:02
http://image.papertrans.cn/e/image/300921.jpg作者: lymphedema 時(shí)間: 2025-3-25 00:41 作者: Prologue 時(shí)間: 2025-3-25 05:33
Springer-Verlag London Limited 1993作者: Limerick 時(shí)間: 2025-3-25 08:15
Book 19931st editionsee 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作者: 糾纏,纏繞 時(shí)間: 2025-3-25 14:30 作者: 胰臟 時(shí)間: 2025-3-25 19:02
Stress Raisers, Fracture, and Fatigue,ructural codes and, accordingly, the Structural Engineers Association of Northern California (SEAONC) created a working group in 1980 to develop design guidelines for isolated buildings. A brief document was produced and became the starting point for a sub-committee of the SEAONC Seismology Committee that was formed in early 1985.作者: 多產(chǎn)魚(yú) 時(shí)間: 2025-3-25 20:03
Lotka–Volterra Interspecific Competition alignment of the reinforcing shims and other aspects of the workmanship in the molding process. This run-in cannot be predicted by analysis but is generally of little importance in predicting the vertical response.作者: Sinus-Rhythm 時(shí)間: 2025-3-26 02:56
Testing for Invariant Latent Mean Structuresators should be designed to reflect this; conservatism is already incorporated in the specified site seismicity and need not be further increased by over-conservative design of the isolators and, further, the extreme loads to which the isolator may be subjected will occur, if at all, no more than once or twice over the lifetime of the structure.作者: Lumbar-Spine 時(shí)間: 2025-3-26 07:54 作者: flamboyant 時(shí)間: 2025-3-26 12:30
Behavior of Multilayer Bearings Under Compression and Bending, alignment of the reinforcing shims and other aspects of the workmanship in the molding process. This run-in cannot be predicted by analysis but is generally of little importance in predicting the vertical response.作者: diathermy 時(shí)間: 2025-3-26 15:50
Design Process for Multilayer Elastomeric Bearings,ators should be designed to reflect this; conservatism is already incorporated in the specified site seismicity and need not be further increased by over-conservative design of the isolators and, further, the extreme loads to which the isolator may be subjected will occur, if at all, no more than once or twice over the lifetime of the structure.作者: Alienated 時(shí)間: 2025-3-26 19:58
Coupled Lateral-Torsional Response of Base-Isolated Buildings,h the torsional frequency occurs if the isolator stiffness is matched to the carried load. This raises the possibility of a coupling between the three lowest modes if there is an imbalance between the center of mass and the center of rigidity.作者: anesthesia 時(shí)間: 2025-3-26 23:22
Buckling Behavior of Elastomeric Bearings,ing as a continuous composite system. In this analysis, the bearing is considered 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.作者: 真 時(shí)間: 2025-3-27 02:20 作者: 柔軟 時(shí)間: 2025-3-27 05:44 作者: 懲罰 時(shí)間: 2025-3-27 12:10
Book 19931st edition 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 p作者: 乞討 時(shí)間: 2025-3-27 15:47 作者: 歌曲 時(shí)間: 2025-3-27 19:21 作者: aggrieve 時(shí)間: 2025-3-28 00:37
A Primer of Judgment and Decision Makinging as a continuous composite system. In this analysis, the bearing is considered 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.作者: 使成波狀 時(shí)間: 2025-3-28 05:53 作者: 終點(diǎn) 時(shí)間: 2025-3-28 06:53
Seismic Isolation,inst a specified range of frequencies, and displacements in the mounting system are generally negligible. In seismic isolation the input against which the protection is sought is much less well-prescribed, and displacements of the isolation system can be very large.作者: exhilaration 時(shí)間: 2025-3-28 13:40
10樓作者: 闡明 時(shí)間: 2025-3-28 16:43
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