Chinese translation for "seismic energy"
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- 地震能量
Related Translations:
- Example Sentences:
| 1. | Nonlinear analysis are conducted on cbfs and ebfs with numerical technology in this paper , discussed stress of frame under varial loading conditions . link can dissipate 90 percent of seismic energy
本文还通过数值模拟对中心支撑框架和偏心支撑框架进行非线性分析，讨论各个受力阶段框架的应力分布情况，完善试验研究。 | | 2. | Analysis results indicate that base isolation technology has obviously seismic isolating effect , and decreases maximum response of structure sharply when earthquake occurs , and isolates seismic energy effectively
结果表明：隔震体系具有明显的减震效果，它大大降低了地震作用下结构的峰值反应，有效地消耗了地震能量。 | | 3. | The analytic method of structural seismic energy responses is increasingly attached importance to the international seismic engineering research , and regarded as development tendency in structural seismic design theory
因此，结构地震反应能量分析方法日益受到国际地震工程研究的重视，被认为是今后结构抗震设计理论的发展方向。 | | 4. | Studying six full size specimens seismic behavior of the damper with concrete ductility column , it have been drawn from the experiments that the damper with concrete ductility column has good behavior for dissipating seismic energy
通过对混凝土延性柱耗能器6个足尺试件的试验研究可知混凝土延性柱耗能器具有良好的消耗地震能量的能力。 | | 5. | Eccentrically braced frames ( ebfs ) combines the strength and stiffness of concentrically braced frames ( cbfs ) with the inelastic behavior and energy dissipation of moment - resisting frames , especially inelastic deformation of link absorbs seismic energy
偏心支撑框架结合了中心支撑框架的强度、刚度高和普通抗弯框架的延性、耗能性能好的优点，通过耗能梁段的非弹性变形耗散大量输入结构的地震能量。 | | 6. | Based on a quasi - static test of two - lay - three - story concrete - filled rectangular steel tubular frame ( crstf ) , ductility behavior , dissipation of seismic energy , degeneration of stiff and intensity of the crstf under low - frequency , horizontal , repeat load are analyzed . hysteretic curves to each floor of crstf between displacements and repeat loads , together with corresponding framework curve and resilience model to top floor of crstf is shown , too
本文基于一榀三层两跨方钢管混凝土框架拟静力试验，分析了低周反复水平荷载作用下框架的延性性能和强度与刚度的退化以及抗震耗能能力，给出了框架各层位移随反复荷载变化的滞回曲线，并根据顶层滞回曲线进一步得出了框架顶层骨架曲线及相应的恢复力模型。 | | 7. | According to model pseudo dynamic test of the longitudinal frame - shear wall structure of main factory building in a large thermal power plant , the paper investigates loading behavior , failure proceeding , strength , rigidity , deformation , ductility and behavior of dissipating seismic energy , and puts forward suggestions of improving structural anti - seismic behavior
本文通过对大型火电厂主厂房纵向框?剪体系进行拟动力模型试验，研究了此类框?剪结构的受力特点、破坏过程及承载力、刚度、变形、延性和耗能性能，并提出了改进结构抗震耗能性能的设计建议。 | | 8. | The damper with concrete ductility column is composed of multiple ductility columns including single , double and generally 3 ~ 5 and up - down rigid mount . the height - ductility column is the concrete column , that height is 1 / 3 of the floor height . the up - down rigid mount connects rigidly multiple ductility columns . the damper sets the first floor of the soft first - storey structure or the layer - floor of the high - rise building , used deformation scale effect to consume more seismic energy
混凝土延性柱耗能器由多根(含单根、双根,一般为3 5根)高度约为层高1 / 3的混凝土延性柱和上下刚性支座(将多根柱刚性连接在一起)组成,设置于底层柔性结构的底层或高层结构的层间,利用变形放大效应消耗更多的地震能量。 | | 9. | But many problem remain should be solved in these aspects , such as research on lateral resistant system , the cladding material and steel frame connections , etc . to the lateral resistant system , one of the imperative problems in the steel residential building , we expect to research a new earthquake resistance element with great stiffness in the usual day ( for the needing of safety and comfort in the place where is windy and earthquake occurred frequently ) ; low stiffness in strong motion earthquake ( for the flexibility of residential building in the strong motion earthquake ) and absorbing seismic energy
从技术角度讲，如何使钢结构适应住宅建筑的特点，满足住宅产业化发展的需要，还有许多问题有待进一步研究，如抗侧力体系、维护体系及其梁柱的节点问题等等。针对钢结构住宅中急需解决的抗侧力体系问题，本文研究了一种正常使用情况下刚度大(满足建筑物在风载及常遇地震下人们舒适性和安全感的要求) ，强震时刚度低(保证强震时建筑具有柔性的特点) ，而且可吸收地震能量的新型抗震单元。 | | 10. | This paper concerns the seismic energy of base isolation and the seismic response of mr damper base isolation . the hysteretic differential bouc - wen model is adopted in order to take into account the non - linear behaviour of the base isolation , the superstructure is equivalent linear model . after the non - linear response of building can be calculated in the seismic , the energy analysis is carried out by energy equation
对隔震层采用bouc - wen模型，上部结构采用层间剪切模型，利用状态空间迭代法，对基础隔震结构进行了多质点的弹塑性时程分析，并根据此结果，利用能量方程，求得隔震结构的各项能量，并绘制了各能量的时程曲线。 |
- Similar Words：
- "seismic effect of explosions" Chinese translation, "seismic effects" Chinese translation, "seismic efficiency" Chinese translation, "seismic element" Chinese translation, "seismic element method" Chinese translation, "seismic energy density" Chinese translation, "seismic energy flux" Chinese translation, "seismic energy release" Chinese translation, "seismic energy scattering" Chinese translation, "seismic energy source" Chinese translation
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