|
|
|
|
|  | | 为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。 | |
The Remiremont cluster was preceded by a period of seismic coalescence and triggered outward of bilateral seismic migration.
|
| 例句来源 |
|
|
|

| | The bilateral coupled restoring force model of lead rubber bearings was improved. The comparing analysis of unilateral and bilateral seismic response of base-isolated structures with lead rubber bearings was carried out by the program of dynamic analysis of base-isolated structures (DABIS). It is found that the structural acceleration response and displacement response under bilateral inputs are similar to that under unilateral ground shaking, but the maximum displacement of the bear... | | 本文对铅芯叠层橡胶支座双向耦合恢复力模型进行了改进,采用基础隔震结构动力分析程序DABIS对铅芯叠层橡胶支座基础隔震结构进行了单向及双向地震反应对比分析。结果表明,在单向和双向地震作用下,基础隔震结构的加速度反应和位移反应较为接近,但在双向地震作用下,支座的最大位移明显大于单向地震作用时的支座最大位移,因而在确定支座最大位移时应考虑双向地震作用的影响。 | | 文摘来源 | | The bilateral coupled mechanical model is used to simulate the bilateral coupled effect of the friction pendulum system. The comparing analysis on unilateral and bilateral seismic response of the base-isolated structures with the friction pendulum system is carried out. It is found that under the bilateral ground motions the accelerations of each floor are smaller, the story displacement of isolation layer is larger, the story displacements of super-structure are smaller, and t... | | 采用双向耦合力学模型模拟摩擦摆支座的双向耦合效应,对摩擦摆基础隔震结构进行了单向和双向地震反应对比分析,分析表明在双向地震作用下结构各层的加速度反应较小,隔震层的层间位移较大,而上部结构的层间位移较小,并且在双向地震作用下,支座的最大位移明显大于单向地震作用时的支座最大位移,因而应考虑双向地震作用对摩擦摆基础隔震结构地震反应和隔震支座性能的影响。 | | 文摘来源 | | The bilateral coupled friction force of sliding-friction bearings is simulated and the comparing analysis on unilateral and bilateral seismic response of sliding base-isolated structure is carried out by the program of dynamic analysis on base-isolated structures (DABIS). It is found that under the bilateral ground inputs the acceleration response of each floor is smaller, the inter-floor displacements of super-structure are smaller, and the maximum displacement of the bearings under... | | 通过对滑移摩擦支座摩擦力双向耦合性能的模拟,采用基础隔震结构动力分析程序DABIS对基础滑移隔震结构进行了单向和双向地震反应对比分析,分析表明在双向地震作用下结构各层的加速度反应较小,隔震层的层间位移较大,而上部结构的层间位移较小,并且在双向地震作用下,支座的最大位移明显大于单向地震作用时的支座最大位移,因而在确定支座最大位移时应考虑双向地震作用的影响。 | | 文摘来源 | |   |
|
相关查询: | |
对查询结果不满意
|
|
|
|