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抗震设计规范

"抗震设计规范"的翻译和解释

例句与用法

  • ( 6 ) a seismic design method based on reliability theory for reinforced concrete frames is presented . the load and resistance factors design format is adopted for safety check
    大连理工大学搏士学位论文( 6 )把现行建筑抗震设计规范( gbji189冲基于可靠度理论的结构构件抗震设计方法推广到整个钢筋混凝土框架结构体系。
  • The recorded earthquake response data from buildings can be used to facilitate necessary studies to improve code for seismic design of building so as to reduce losses of life and property during damaging earthquakes
    摘要建筑结构上获取的地震反应记录有助于促进建筑抗震设计规范的改进,从而减轻地震引起的生命财产损失。
  • " code for seismic design of building " stipulate , eccentrically braced frames are used in seismic regions no . 8 or above , but they have not yet used up to present time for buildings designed by domestic designers
    我国《建筑抗震设计规范》规定, 8度以上宜采用偏心支撑,但我国至今没有一个自行设计的工程用过这种支撑。
  • Article 19 all construction projects shall be designed in compliance with the requirements for fortification against earthquakes and in conformity with the standard aseismatic design and shall be constructed in accordance with the design
    第十九条建设工程必须按照抗震设防要求和抗震设计规范进行抗震设计,并按照抗震设计进行施工。
  • Structural failures in recent earthquakes have exposed the weakness of current design procedures and shown the need for new concepts and methodologies for the seismic performance evaluation of structures
    许多结构在地震作用下的破坏已经暴露出现行抗震设计规范的不足,要想对结构的抗震性能做出一个比较准确的了解就需要新的观念和新的方法。
  • Based on new seismic code " code for seismic design of buildings " ( gb50011 - 2001 ) , a method of selecting parameters and equivalent phase velocity of the earthquake wave for multidimensional analysis is suggested
    以最新发布的《建筑抗震设计规范》 ( gb50011 ? 2001 )为基础,提出了地震动随机模型参数的取值。此外,对考虑多点问题时地震波视波速的取值方法提出了建议。
  • 1 . the research actuality of site classification methods at home and abroad was outlined , the related regulations on site classification in all kinds of seismic design codes were briefly summarized
    简要总结了场地分类的研究现状和国内外抗震设计规范中关于场地分类的方法,对我国历代建筑抗震设计规范中关于场地分类的有关内容进行详细总结,并对其演变加以分析和评述。
  • To the structural characteristics , earthquake characteristics of the masonry building with frame - shear wall at first floor , combined with " the antidetonation design specification of the building " , this paper has proposed some main design points from four respects
    摘要针对底部框架抗震墙砖房的结构特点、震害特点,结合《建筑抗震设计规范》 ,提出了四个方面的设计要点。
  • The pushover analyses with some lateral load patterns , and evaluation of structural performance with two kinds of capacity - demand spectra based on both equivalent linear response spectrum and nonlinear response spectrum are analyzed and researched
    基于抗震设计规范,建立了基于等效弹性系统的结构抗震性能的弹塑性逐段反应谱分析方法和基于非弹性系统的弹塑性逐段反应谱分析方法。
  • At last , based on the research results of energy dissipator and structure with energy dissipation at home and abroad , combined with the chinese code for seismic design of building , the seismic design principle and methods for structure with energy dissipator are studied
    最后,根据国内外耗能器和耗能减震结构的研究成果,结合我国的建筑结构抗震设计规范,探讨了耗能减震结构的设计原则和方法。
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