標(biāo)題: Titlebook: Earthquake-Resistant Design with Rubber; James M. Kelly Book 1997Latest edition Springer-Verlag London Limited 1997 Buildings.Elastomer.Ru [打印本頁] 作者: CANTO 時間: 2025-3-21 19:47
書目名稱Earthquake-Resistant Design with Rubber影響因子(影響力)
書目名稱Earthquake-Resistant Design with Rubber影響因子(影響力)學(xué)科排名
書目名稱Earthquake-Resistant Design with Rubber網(wǎng)絡(luò)公開度
書目名稱Earthquake-Resistant Design with Rubber網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Earthquake-Resistant Design with Rubber被引頻次
書目名稱Earthquake-Resistant Design with Rubber被引頻次學(xué)科排名
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書目名稱Earthquake-Resistant Design with Rubber年度引用學(xué)科排名
書目名稱Earthquake-Resistant Design with Rubber讀者反饋
書目名稱Earthquake-Resistant Design with Rubber讀者反饋學(xué)科排名
作者: angiography 時間: 2025-3-21 20:58
Extension of Theory to Buildings,ral 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.作者: Anecdote 時間: 2025-3-22 02:26 作者: crescendo 時間: 2025-3-22 08:03
An Introduction to Two-dimensional Geometry,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作者: Emmenagogue 時間: 2025-3-22 10:46
https://doi.org/10.1007/978-1-4614-3737-6erences 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.作者: enmesh 時間: 2025-3-22 13:45
The Nature of Hardware and Softwareat will be used in the subsequent analysis. Consider first a single-degree-of-freedom (1-DOF) model of a structure, as shown in Fig. 3-1, with mass, ., supported on top of a weightless frame with linear stiffness, ., and linear damping constant, .. The absolute displacement of the mass of an inertia作者: enmesh 時間: 2025-3-22 19:17 作者: Indurate 時間: 2025-3-23 00:13
A Practical Introduction to Pascalisited by a great many engineers and architects from the United States and around the world, it was several years before the next base-isolated building was begun. The acceptance of isolation in the United States as an anti-seismic design approach for some classes of buildings was clearly hampered b作者: 江湖騙子 時間: 2025-3-23 05:09 作者: Genteel 時間: 2025-3-23 08:02
Praxis, Agency, Contestation, Learning,prise the system. In order to predict this vertical frequency, the designer need only compute the vertical stiffness of the bearings under a specified dead load, and for this a linear analysis is adequate. The initial response of a bearing under vertical load is very nonlinear and depends on several作者: Analogy 時間: 2025-3-23 13:46 作者: 集合 時間: 2025-3-23 17:04 作者: 帶來的感覺 時間: 2025-3-23 21:44
https://doi.org/10.1007/978-1-4471-0971-6Buildings; Elastomer; Rubber; design; design methods; design process; earthquake; isolation; stability; struc作者: 空洞 時間: 2025-3-24 01:24
978-1-4471-1247-1Springer-Verlag London Limited 1997作者: ornithology 時間: 2025-3-24 03:49 作者: 高射炮 時間: 2025-3-24 06:53 作者: covert 時間: 2025-3-24 10:57
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.作者: DENT 時間: 2025-3-24 17:30 作者: aphasia 時間: 2025-3-24 21:09
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作者: 不可比擬 時間: 2025-3-25 02:56
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.作者: 細(xì)節(jié) 時間: 2025-3-25 06:59
Design Process for Multilayered Elastomeric Bearings,In 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.作者: 外表讀作 時間: 2025-3-25 08:45
An Introduction to Two-dimensional Geometry,nd a five-story school in Mexico City have been built on rollers, and there is at least one building in P.R. China with a sand layer between the foundation and the building, specifically intended to let it slide in the event of an earthquake.作者: 截斷 時間: 2025-3-25 12:10 作者: eulogize 時間: 2025-3-25 16:09
A Practical Introduction to Pascaly the lack of a code covering base-isolated structures. To address this issue the Structural Engineers Association of Northern California (SEAONC) created a working group to develop design guidelines for isolated buildings.作者: curriculum 時間: 2025-3-25 21:55 作者: Multiple 時間: 2025-3-26 00:14 作者: seroma 時間: 2025-3-26 08:01
Seismic Isolation for Earthquake-Resistant Design,nd a five-story school in Mexico City have been built on rollers, and there is at least one building in P.R. China with a sand layer between the foundation and the building, specifically intended to let it slide in the event of an earthquake.作者: 甜食 時間: 2025-3-26 11:21 作者: 壯觀的游行 時間: 2025-3-26 13:19
Earthquake Regulations for Seismically Isolated Structures,y the lack of a code covering base-isolated structures. To address this issue the Structural Engineers Association of Northern California (SEAONC) created a working group to develop design guidelines for isolated buildings.作者: Decongestant 時間: 2025-3-26 20:24 作者: 花束 時間: 2025-3-26 21:02 作者: CHASE 時間: 2025-3-27 03:32
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.作者: 無動于衷 時間: 2025-3-27 05:29
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.作者: Fresco 時間: 2025-3-27 12:25
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.作者: spondylosis 時間: 2025-3-27 17:34
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作者: Atmosphere 時間: 2025-3-27 19:46
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.作者: 斗爭 時間: 2025-3-27 22:14 作者: 鎮(zhèn)痛劑 時間: 2025-3-28 06:02 作者: Petechiae 時間: 2025-3-28 06:57 作者: 上腭 時間: 2025-3-28 13:34
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作者: ablate 時間: 2025-3-28 16:53 作者: Coterminous 時間: 2025-3-28 20:47 作者: 盤旋 時間: 2025-3-29 02:02
Design Process for Multilayered Elastomeric Bearings,ildings the design load at each column (based on dead load plus live load due to fixed partitions, equipment, furniture, etc.) can vary quite widely. In the interest of designing a cost-effective isolation system, generally the designer minimizes the number of different types of bearings. Once the d作者: 通便 時間: 2025-3-29 03:04
10樓作者: 遵循的規(guī)范 時間: 2025-3-29 10:09
10樓
