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抗震设计参数
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  seismic design parameters
     Research on the Seismic Design Parameters of Structures with Viscous Damped Bracings
     粘滞阻尼消能支撑结构的抗震设计参数研究
短句来源
     The Research of the Reasonable Seismic Design Parameters and Anti-seismic Measures of Mass Transit Viaducts
     轨道交通高架桥合理抗震设计参数及抗震措施研究
短句来源
     This paper discusses the application of subsoil predominant period in site classification and in determination of seismic design parameters.
     文中讨论了场地卓越周期在场地土分类和确定抗震设计参数方面的应用
短句来源
     In view of the difference between foreign standards and specifications and domestic standards and specifications in structural design,the conversion relations in terms of wind load,material strength and seismic design parameters were introduced briefly,and some problems to be noted in structural design of international project were put forward.
     针对国外标准、规范与我国标准、规范在结构设计中的基本规定不同,简要介绍了风载、材料强度、抗震设计参数等的换算关系,提出国外工程结构设计应注意的几个基本问题。
短句来源
  “抗震设计参数”译为未确定词的双语例句
     Optimization of Design Parameters of High-pier and Long-span Continuous Frigid Frame Bridge
     高墩大跨连续刚构桥抗震设计参数优化
短句来源
     Parameter Optimization of R.C.Frame Seismic Design Based on Failure Loss Expectation
     基于失效损失期望的钢筋混凝土框架抗震设计参数优化
短句来源
     In the designing of irregular structures, we should reasonably select the seismic design parameter and build up the model of structural mechanics that fits the real stressing state, and in the meanwhile, we should fully consider floor elastic deformation caused by the influence of plane irregularity of the building on plane stiffness.
     从而说明了对于不规则结构设计,应合理选择抗震设计参数,建立符合实际受力状态的结构力学模型,同时应充分考虑由于建筑物的平面不规则对平面刚度的影响而产生的楼板弹性变形。
短句来源
     The result states clearly that test accuracy of new method is improved very great,decides accurately earth type and classification of architectural yard,supplies detailed anti seismic design parameter for architectural design.
     同时对沿用的旧方法的缺点及新方法的优点做了介绍 ,并进行了对比分析 ,结果表明新方法测试精度大大提高 ,准确地判定了建筑场地土类型及场地类别 ,为建筑设计提供了详实的抗震设计参数
短句来源
     the seismic environment and engineering condition around the site of Mobile Communication Center in Shandong Province are briefly introduced. When the transcendental probability in 50 years is 63%, 10% and 2% respectively, the mean seismic intensity of the site is determined with seismic hazard analysis. Based on 1 dimensional shear wave theory, the seismic response of the site is analyzed, and the design aseismic parameters are obtained.
     简要介绍了山东移动通信枢纽工程场地所处的地震环境、历史地震影响以及工程场地条件,利用地震危险性概率分析方法确定了50年超越概率为63%、10%和2%时工程场地平均土条件下的地震烈度、基岩地震动参数,并依据一维剪切波理论进行了场地地震反应分析,得到了具体的抗震设计参数
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  相似匹配句对
     design factors;
     设计参数;
短句来源
     SEISMIC GROUND MOTION PARAMETERS FOR SEISMIC DESIGN OF NUCLEAR POWER PIANT
     核电厂抗震设计的地震动参数
短句来源
     It applies ship design of parameter.
     用于参数设计.
短句来源
     Bridge Earthquake Resistance Design
     桥梁抗震设计
短句来源
     Seismic design of bridge
     桥梁抗震设计
短句来源
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  seismic design parameters
Because of this, it is strongly recommended that caution should be excercised when determining seismic design parameters in these types of geologic environments.
      
A detailed discussion of the seismic design parameters for ICDF structures and equipment is provided in Section 6.
      


The prestressing Column-Slab Structure is a prefabricated reinforced concrete beamless-construction system. Floors are assembled by cross-horizontal prestressing forces, so there is much discussion about the safety for this construction system under strong earthquakes. To research the aseismic behaviour of this prefabricated structure system, the experiment and elastoplastic states computed analysis of a 1/3 scale tri-dimensional (spaced) structural model under repeated horizontal loading have been made, and...

The prestressing Column-Slab Structure is a prefabricated reinforced concrete beamless-construction system. Floors are assembled by cross-horizontal prestressing forces, so there is much discussion about the safety for this construction system under strong earthquakes. To research the aseismic behaviour of this prefabricated structure system, the experiment and elastoplastic states computed analysis of a 1/3 scale tri-dimensional (spaced) structural model under repeated horizontal loading have been made, and dynamic characteristics of prototype structures for such existing buildings have been measured.In this paper, the natural period, mode shape, stiffness, strength, deformation, failure characteristics, ductility and story-shear distribution of such structural system are discussed through above tests and calculation, and some simplified analytical model and parameters of aseismic design for this construction system are proposed.

预应力板柱结构是一种预制装配武钢筋混凝土无梁楼盖建筑体系,其楼盖通过双向水平预应力组装而成,所以这种建筑体系的抗震安全性是有争议的。为了研究这种预制装配结构的抗震性能,进行了1/3比例空间的(三维)结构模型在反复水平力作用下的试验研究和弹塑性金过程分析,并对现有这类建筑进行了原型结构动力特性实测。本文在试验和计算的基础上讨论了这种结构体系的固有周期、振型、刚度、强度、破坏特征、变形、延性和层间剪力分布,并提出了简化计算模型和其抗震设计参数的某些建议。

The present trend of anti-seismic design is the utilization of probabilistic method. The result of extremum analysis can satisfy this need. In this paper, the distribution of historical earthquake intensity is studied by using the extremum analysis method, and the possibility of the estimation of earthquake hazard discussed for construction sites by using the data of histo-rical earthquake intensity data. Results indicate that we can get the anti-seismic parameters from the time series of intensity by using...

The present trend of anti-seismic design is the utilization of probabilistic method. The result of extremum analysis can satisfy this need. In this paper, the distribution of historical earthquake intensity is studied by using the extremum analysis method, and the possibility of the estimation of earthquake hazard discussed for construction sites by using the data of histo-rical earthquake intensity data. Results indicate that we can get the anti-seismic parameters from the time series of intensity by using extremum analysis in those areas where the records of historical earthquakes are abundant. In practical analysis, it is appropriate to use extremum distribution function modified by Chen peishan and the fitting formula G= (l-0.44)/(n+ 0.12).

目前,工程结构抗震设计已经发展到以极限状态概率为安全标准的概率设计阶段。极值统计方法所得结果可以提供工程结构抗震设计参数。本文用极值统计分析方法研究了工程场地历史地震影响烈度的分布特征,探讨了利用历史地震影响评价工程场地地震危险性的可能性。结果表明,在历史地震资料比较丰富的地区,可以采用极值统计分析方法,从工程场地影响烈度时间序列中取得抗震设计的依据。在具体分析中,宜采用陈培善改进后的极值分布函数(Gc)和=(l—0.44)/(n+0.12)数据点拟合方式。

This paper reviews a several great disasters caused by a

本文回顾了中国东南沿海滨海地带几例历史大地震造成的巨大灾害;讨论了由定数法所确定的地震烈度折算成抗震设计参数的关系,以及由概率法取得的地震动参数直接作为抗震设防依据的重要性;简述了地震小区划方法;指出开展滨岸地带港口城市,开发区和重大工程场地的地震小区划工作对减轻地震灾害的深远意义。

 
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