dbsd中文什么意思

發(fā)音:

用"dbsd"造句

酚磺乙胺,止血敏,止血定

dbses: abbr. Dominion Bureau of Statistics(of Canada)(加拿大)統計管理局
dbsc: n. (Direct Broadcast Satellite Company)直播衛(wèi)星美國電視直播通信衛(wèi)星
dbsm: decibels above one square meter 超過1平方米的分貝數
dbs-sg: = Data Base System-Study Group,數據庫系統研究小組(標準計劃要求委員會)
dbso: abbr. dibenzylsulfoxide 二芐基亞砜

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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
結果表明：在40下，十二烷基苯磺酸/聚苯胺質量比為1.7時，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
結合我國三水準抗震設防原則，采用直接基于位移的抗震設計方法對一幢10層框架-剪力墻結構進行了分析。
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
本文對國內外基于位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基于位移的抗震設計方法，并對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，并將其結果引入框架-剪力墻結構直接基于位移的抗震設計方法中。
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
本文對國內外基于位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基于位移的抗震設計方法，并對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，并將其結果引入框架-剪力墻結構直接基于位移的抗震設計方法中。
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
本文對國內外基于位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基于位移的抗震設計方法，并對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，并將其結果引入框架-剪力墻結構直接基于位移的抗震設計方法中。

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