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gbj11-89中文

發音:   用"gbj11-89"造句
  • 建筑抗震設計規范
  • 抗震規范
  • 89 bc:    前89年
  • 89 julia:    小行星89; 淫神星
  • cjj28-89:    城市供熱管網工程施工及驗收規范
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例句與用法

  1. Based on reliability theory , the current seismic design code gbj11 - 89 and the previous research results of the same occupation , the seismic reliability analysis and the seismic design for the reinforced concrete frames are studied in this thesis . the major contents are summarized as follows : ( 1 ) seismic reliability of reinforced concrete beams designed following the current seismic design code is analyzed
    本文以可靠度理論為基礎,結合現行建筑抗震設計規范( gbj11 - 89 ) ,在廣泛借鑒國、內外同行研究成果的基礎上,針對鋼筋混凝土框架結構構件和體系抗震可靠度分析與設計的一系列問題進行了研究,主要研究內容為: ( 1 )針對按現行建筑抗震設計規范設計的鋼筋混凝土梁進行抗彎、抗剪可靠度分析。
  2. According to the code for aseismatic design of building structure ( gbj11 - 89 ) , the seismic base - shear method has always been used to calculate the seismic response of building structures . in those structures , their weights and rigidities equally distribute along their heights which do not exceed 40m , and their deformations are mostly the shearing type ( when the structures " ratio of height and width are smaller than 4 )
    我國《建筑抗震設計規范》 ( gbj11 ? 89 )中規定,對于重量和剛度沿高度分布比較均勻、高度不超過40m ,并以剪切變形為主(房屋高寬比小于4時)的結構,可采用近似計算法,即底部剪力法來計算其地震響應。

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