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intermediate earthquake in Chinese

Pronunciation:
How to pronounce "intermediate earthquake""intermediate earthquake" in a sentence

Translationmobile phoneMobile

  • 中層地震
  • 中深地震
  • 中源地震

Examples

  • ( c ) there are no plastic hinges in frames of 7 . 5 regions by intermediate earthquake action . and favorable general seismic capacity behaves in rare earthquake action . the whole structure forms a relatively exhaustive " beam - hinges plastic mechanism "
    7度半框架在設(shè)防烈度地震作用下結(jié)構(gòu)各個桿件均未出鉸;在罕遇地震作用下仍然表現(xiàn)出了良好的總體抗震性能,整個結(jié)構(gòu)形成了較為徹底的“梁鉸機(jī)構(gòu)” 。
  • The three frames are category frame without upgrading seismic - measures and earthquake - design - level , category frame of higher seismic - measures and category frame of higher earthquake - design - level . then , the author carries out nonlinear dynamic analysis on three frames under intermediate earthquake action and rare earthquake action . the results show as follows : ( a ) the performance of the two category frames of higher seismic - measures or higher earthquake - design - level are much better than that of category frame ; ( b ) the earthquake - design - level of higher earthquake - design - level category frame is upgraded by 50 percent , which is a high limit that is adopted by foreign codes
    結(jié)果表明:按照提高抗震措施等級設(shè)計(jì)的乙類建筑框架和按照提高地震力設(shè)計(jì)的乙類建筑框架在地震作用下的反應(yīng)都明顯好于僅按丙類建筑進(jìn)行抗震設(shè)防的框架;提高設(shè)計(jì)地震力的乙類建筑框架的設(shè)計(jì)地震力提高幅度為50 % ,與國外重要建筑地震力提高幅度相比已經(jīng)是一個上限水準(zhǔn),但分析結(jié)果仍然顯示,這樣設(shè)計(jì)出來的乙類建筑框架,無論是在中震還是在大震作用下,其表現(xiàn)出來的抗震性能都不及提高抗震措施等級的乙類建筑框架。
  • It begins with designing two representative reinforced concrete public frames according to new codes in this paper , and carries out nonlinear dynamic analysis by inputting ground motions at the intensity of intermediate earthquake and rare earthquake actions . the slab - bars effect on yield strength of beams is involved in analysis
    本文嚴(yán)格按照新規(guī)范設(shè)計(jì)了設(shè)防烈度分別為7度半、 8度半的兩個民用建筑鋼筋混凝土典型框架,然后分別對其進(jìn)行了設(shè)防地震作用和罕遇地震作用下的非線性動力反應(yīng)分析,并在分析中考慮了板筋作用對梁端屈服彎矩的影響。
  • So , the method , that is , determining adjusting coefficient of moment capacity of column - to - beam according to actual reinforcement of beam , which have been adopted by framework of gradel intensity - category 8 and of grade 1 intensity - category 9 can effectively form advantageous energy - dissipation mechanism under intermediate earthquake and rare earthquake
    因此, 9度一級和8度一級框架按梁端實(shí)配鋼筋確定梁柱抗彎承載力級差系數(shù)的方法能較為有效的引導(dǎo)框架在中震及大震下形成有利的耗能機(jī)構(gòu)。
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