intermediate earthquake中文是什么意思

發(fā)音:

中文翻譯
造句

中層地震
中深地震
中源地震

intermediate adj. 中間的，居間的。 The intermedia ...
earthquake of intermediate deph 中深地震
earthquake of intermediate depth 中深地震
intermediate depth earthquake 中源地震
intermediate focus earthquake 中深源地震; 中源地震
intermediate-focus earthquake 中源地震; 中震源地震
intermediate-term earthquake forecast 地震中期預(yù)報(bào)
earthquake earthquake 地動(dòng)山搖
intermediate adj. 中間的，居間的。 The intermediate class (船的)特別三等。 An intermediate compound 中間化合物；中間體。 n. 中間物；中間分子，中間人；【化學(xué)】中間體；期中考試；中間試驗(yàn)。 vi. 起調(diào)解作用；起媒介作用 (between)。 Intermediate culture 補(bǔ)植。 Intermediate elements 中間分子。 adv. -ly 在中間。 -ness, -diacy n. 調(diào)解。
large earthquake, major earthquake 大震
- earthquake storms 地震風(fēng)暴
a land of earthquake 多地震地區(qū)
a strong earthquake 一陣強(qiáng)烈的地震
anaerobic earthquake 探源地震
analog earthquake 模擬地震
anatectic earthquake 深源地震
anetectic earthquake 深源地震
anomalous earthquake 異常地震
anticentre of earthquake 反震央
artificial earthquake 人工地震; 人為地震
atectonic earthquake 非構(gòu)造地震
catastrophic earthquake 破壞性地震
central earthquake 中心震
circular earthquake 環(huán)形地震; 圓圈地震

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例句與用法

( 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(gè)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(gè)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(jí)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(gè)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(jí)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(gè)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(dòng)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(jí)和8度一級(jí)框架按梁端實(shí)配鋼筋確定梁柱抗彎承載力級(jí)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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