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建筑抗震设计的英文

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"建筑抗震设计"怎么读用"建筑抗震设计"造句

英文翻译手机手机版

  • aseismic design
  • assembled monolithic concrete structure

例句与用法

  • Specifications for antiseismic construction design
    建筑抗震设计规范
  • Code for seismic design of buildings
    建筑抗震设计规范
  • Specification for design and construction of earthquake - resistance of porous brick type kp1 buildings
    多孔砖kp1型建筑抗震设计与施工规程
  • Three structures of five , ten and fifteen stories are designed in accordance with chinese code for seismic design of building
    本文设计了五层、十层和十五层典型钢筋混凝土框架结构,各结构满足我国现行建筑抗震设计规范要求。
  • According to the refined ground motion parameter districted - figure , 7 . 5 and 8 . 5 regions of earthquake intensity category are added in new seismic design code of china
    根据修订后的地震动参数区划图, 《建筑抗震设计规范》 ( gb50011 - 2001 )增加了7度半和8度半两个设防烈度区。
  • ( 5 ) a reliability analysis method for reinforced concrete frames under " server earthquake " is presented . the limit - state function is established by global damage indices
    ( 5 )基于现行建筑抗震设计规范,提出一种钢筋混凝土框架结构在设计基准期内的抗震可靠度分析方法。
  • According to the demand of the revision of csdb , the program for the spectrum - based static elastic - plastic analysis of frame - shear wall structure is written by the finite element method
    结合我国现行《建筑抗震设计规范》 ( gb50011 - 2001 )的要求,采用杆系单元编写了钢筋混凝土框架-剪力墙结构静力弹塑性有限元分析程序。
  • ( 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。
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