dbsd中文是什么意思

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中文翻譯
造句

酚磺乙胺,止血敏,止血定

dbses abbr. Dominion Bureau of Statistics(of Canada)(加拿大)統(tǒng)計(jì)管理局
dbsc n. (Direct Broadcast Satellite Company)直播衛(wèi)星美國(guó)電視直播通信衛(wèi)星
dbsm decibels above one square meter 超過1平方米的分貝數(shù)
dbs-sg = Data Base System-Study Group,數(shù)據(jù)庫系統(tǒng)研究小組(標(biāo)準(zhǔn)計(jì)劃要求委員會(huì))
dbso abbr. dibenzylsulfoxide 二芐基亞砜
dbs(direct broadcast satellite) 直播衛(wèi)星(電視)
dbsp [=dibromsulfophthalein]二溴酚磺酞
dbrs [=deriatric behavior rating scale]老年行為等級(jí)量表
dbspl [=Decibel Sound Pressure Level]聲壓級(jí)分貝
dbrnco 用 dBRNC 表示的噪聲功率

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例句與用法

It's found doping effect is best under 40c temperature and that dbsd / pan weight percentage is 1.7 . at last resistiveity-temperature of cp is studied
結(jié)果表明：在40下，十二烷基苯磺酸/聚苯胺質(zhì)量比為1.7時(shí)，摻雜效果為最佳。
Furthermore, the results of pushover analysis indicate that the simplified column-beam model is validity . correlational three-lever seismic performance objectives, a case study applied direct dbsd method for a ten-storey r . c
結(jié)合我國(guó)三水準(zhǔn)抗震設(shè)防原則，采用直接基于位移的抗震設(shè)計(jì)方法對(duì)一幢10層框架-剪力墻結(jié)構(gòu)進(jìn)行了分析。
The philosophy and methodology of performance-based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad . in this paper, research work on displacement-based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed . based on the available references of seismic behavior of frame-wall buildings, the method of dbsd of reinforced concrete frame-wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code . the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method
本文對(duì)國(guó)內(nèi)外基于位移的抗震設(shè)計(jì)研究成果進(jìn)行了較系統(tǒng)的綜述與分析，在已有框架-剪力墻結(jié)構(gòu)抗震性能研究的基礎(chǔ)上，針對(duì)現(xiàn)行抗震設(shè)計(jì)方法的不足，提出了鋼筋混凝土框架-剪力墻結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)方法，并對(duì)其進(jìn)行了一些研究和探索，主要內(nèi)容如下：對(duì)國(guó)內(nèi)外框架和剪力墻的模型試驗(yàn)數(shù)據(jù)進(jìn)行分析，量化了剛度退化系數(shù)與層間側(cè)移角之間的關(guān)系，并將其結(jié)果引入框架-剪力墻結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)方法中。
The philosophy and methodology of performance-based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad . in this paper, research work on displacement-based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed . based on the available references of seismic behavior of frame-wall buildings, the method of dbsd of reinforced concrete frame-wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code . the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method
本文對(duì)國(guó)內(nèi)外基于位移的抗震設(shè)計(jì)研究成果進(jìn)行了較系統(tǒng)的綜述與分析，在已有框架-剪力墻結(jié)構(gòu)抗震性能研究的基礎(chǔ)上，針對(duì)現(xiàn)行抗震設(shè)計(jì)方法的不足，提出了鋼筋混凝土框架-剪力墻結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)方法，并對(duì)其進(jìn)行了一些研究和探索，主要內(nèi)容如下：對(duì)國(guó)內(nèi)外框架和剪力墻的模型試驗(yàn)數(shù)據(jù)進(jìn)行分析，量化了剛度退化系數(shù)與層間側(cè)移角之間的關(guān)系，并將其結(jié)果引入框架-剪力墻結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)方法中。
The philosophy and methodology of performance-based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad . in this paper, research work on displacement-based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed . based on the available references of seismic behavior of frame-wall buildings, the method of dbsd of reinforced concrete frame-wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code . the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method
本文對(duì)國(guó)內(nèi)外基于位移的抗震設(shè)計(jì)研究成果進(jìn)行了較系統(tǒng)的綜述與分析，在已有框架-剪力墻結(jié)構(gòu)抗震性能研究的基礎(chǔ)上，針對(duì)現(xiàn)行抗震設(shè)計(jì)方法的不足，提出了鋼筋混凝土框架-剪力墻結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)方法，并對(duì)其進(jìn)行了一些研究和探索，主要內(nèi)容如下：對(duì)國(guó)內(nèi)外框架和剪力墻的模型試驗(yàn)數(shù)據(jù)進(jìn)行分析，量化了剛度退化系數(shù)與層間側(cè)移角之間的關(guān)系，并將其結(jié)果引入框架-剪力墻結(jié)構(gòu)直接基于位移的抗震設(shè)計(jì)方法中。