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结构抗震计算     
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  seismic calculation
     In this paper, the first chapter is concerned with the general situation and structural design for Shaan'xi Information Tower , including the relationship of the main building and annex , choosing of the structure type, seismic calculation along with the foundation and subsoil.
     本文第一部分介绍了陕西信息大厦的工程概况和结构设计,包括主楼与裙楼的关系、结构选型、结构抗震计算、地基与基础。
短句来源
  structural aseismic calculation
     Main Points of Structural Aseismic Calculation with Time-Travel Analyzing method
     结构抗震计算时程分析法的计算要点
短句来源
     The time-travel analyzing method, that can be used in the case of that the structural aseismic calculation needs more accurate calculating method,can be used for compensation analysis in the design of more complicated and especially irregular structures.
     在结构抗震计算需要更准确的计算方法时可以采用时程分析法 ,在设计较为复杂或特别不规则的结构时也应采用时程分析法进行补充分析。
短句来源
  structure anti-seismic calculated
     Normal Concrete Small-sized Hollow Block Masonry Structure Anti-seismic Calculated Analysis
     普通混凝土小型空心砌块砌体结构抗震计算分析
短句来源
  anti-seismic calculation
     It provides the basis of selection for continued time when we engage in structure anti-seismic calculation with time- process analysis method.
     为采用时程分析法进行结构抗震计算时持续时间的选取提供了依据。
短句来源
     The selection of constructional complex of a multi-story building composed of main office-building and skirt houses with unequal double-casings and frames, the determination of the amount of shear walls and their layout, the anti-seismic calculation of the construction, its antiseismic measures, and settlement difference between main and skirt buildings and its treatment are discussed.
     就某高层办公楼主裙楼高低双筒-框架结构体系的选型、剪力墙数量的确定及布置、结构抗震计算、抗震构造措施和主裙楼的差异沉降及处理等问题作了探讨.
短句来源
     This paper analyses the normal concrete small-sized hollow block masonry anti-seismic calculation,shows the structure attaining to enough bearing capacity, rigidity and ductility with rational anti-seismic construction measures.
     通过普通混凝土小型空心砌块砌体结构抗震计算分析,说明了该结构经过合理的抗震设计可以达到足够的承载力、刚度和延性。
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      seismic calculation
    Acceleration response spectrum used for the seismic calculation of tanks.
          
    Standard simplified methods of seismic calculation generally contain an unknown margin of conservatism.
          


    In this paper,a method is suggested for the control of the amplitude of the ground motion simulated by taking advantage of the approximate conversion between power spectrum and response spctrum.On this basis,the sample space iteration is given which aims at improving the convergence of iteration by combining probability statistics with amplitude-modulated iteration.And then,random earthquakes,which meet the needs of the three main factors of the ground motion,are generated by the use of the methods.As examples,the...

    In this paper,a method is suggested for the control of the amplitude of the ground motion simulated by taking advantage of the approximate conversion between power spectrum and response spctrum.On this basis,the sample space iteration is given which aims at improving the convergence of iteration by combining probability statistics with amplitude-modulated iteration.And then,random earthquakes,which meet the needs of the three main factors of the ground motion,are generated by the use of the methods.As examples,the dynamic reliabilities of Liujiaxia and Koyna gravity dams are calculated,and the results agree with those of the acceleration-time analysis and the actural earth- quake damages.

    本文根据反应谱与功率谱的近似转换关系构造基于非平稳过程模型的初始随机地震波。在此基础上,建议了一种基于概率理论的控制加速度峰值的方法,并把概率统计与调幅迭代技术结合起来,给出了提高随机过程反应谱拟合精度的全子样迭代法。通过宏观调幅迭代,产生满足地震动三要素(地震动强度、地震持时和频谱特性)的随机人工地震波。作为应用,文中计算了刘家峡及柯依那重力坝的抗震可靠度。计算结果与实际震害及有关分析结果一致,说明所建议的方法用于结构的抗震计算是合理可行的。

    Basing upon numerical computation for earthquake response spectrum, the maximum response time of arrrival of every different frequency is taken as sample for statistic probability, and the maximum response spectrum of time arrival for different frequencey of earthquake wave at nearfield has been given in this paper. It provides the basis of selection for continued time when we engage in structure anti-seismic calculation with time- process analysis method.

    本文通过对地震反应谱的数值计算,以各种不同频率的最大反应到时为样本进行概率统计,给出了近场地震波不同频率的最大反应到时谱。为采用时程分析法进行结构抗震计算时持续时间的选取提供了依据。

    In this paper,the multistorey building is treated as a multidegree of freedom system with horizontal, vertical and rotational stiffness of isolators. According to the theory of tile response spectrum, the seismic analysis of shear wall structure and brick building with base isolation is introduced. From the calculated results, we can see that the base isolation is a strategy for reducing the effects of earthquake on structures.

    将结构物简化力多质点体系,考虑隔震支座的水平刚度、垂直刚度和转动刚度,按反应谱方法迸行了高层剪力墙结构和砖结构抗震计算,结果表明,隔震结构可以大幅度地降低地震作用。

     
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