In response , president taft , in the summer of 1909 , requested attorney general george w . wickersham to prepare a new railroad bill 因此之故，塔夫脱总统于1909年夏责成司法部长乔治? w ?威克沙姆草拟一项新铁路法案。
Philip urofsky , special counsel , business fraud complex litigation group , cadwalader wickersham taft llp , washington , d . c 菲利普尤洛夫斯基， cadwalader wickersham taft llp法律事务所商业欺诈与复杂诉讼组特别顾问
In response , president taft , in the summer of 1909 , requested attorney general george w . wickersham to prepare a new railroad bill 因此之故，塔夫脱总统于1909年夏责成司法部长乔治 w 威克沙姆草拟一项新铁路法案。
President taft 1909 - 13 fell asleep during conversations with the speaker of the house , the chief justice of the supreme court and the wife of the french ambassador 威廉霍华德塔夫脱1909年到1913年总统在与国会发言人最高法院法官和法国大使夫人谈话时睡着过。
When first lady taft and the viscountess chinda planted those cherry trees , they were only a small part of a gift of 3 , 020 trees given to the u . s . by the japanese government 第一夫人塔夫特与次恩塔夫人种植的这些樱桃树，只是日本政府送给美国3020棵樱桃树的其中一小部分而已。
Commemorating the 1912 gift of 3 , 000 cherry trees to president william howard taft and first lady helen herron taft by mayor yukio ozaki of tokyo , the national cherry blossom festival to be held in washington from late - march through the early april annually 一连串的庆祝活动，配合如春似雪朵朵绽放的樱花树，把整个华府打扮得花枝招展，已经成为华府地区不可缺少的旅游重点。
Storey drift and damage index were the two criteria to evaluate the severe level . the example confirmed the accuracy of the method put forward in this paper , the method can be applied to the actual structural design 计算结果显示，按本文方法所选波的层间位移角和损伤指数均明显高于el - centro波和taft波的计算结果。这也进一步证实了本文方法的正确性与有效性，可以应用于工程实际。
The deformation analysis was made to a 12 storey reinforcement concrete structure , building in site condition ii , earthquake fortification level 8 , by a program idarc - 2d which is put forward by the state university of new york at buffalo . the strong ground motion records obtained from pacific earthquake engineering research ( peer ) stiong ground motion database . thirty - eight waves were selected from the database by sorting the site condition and peak ground acceleration a comparison was made to the thirty - eight records " response spectra and the design response spectrum . thirteen waves were selected to the deformation analysis , el - centro wave and taft wave were added as a comparison . the result of computation shows that the selected waves damaged the structure severely than the el - centro wave and taft wave 利用idarc - 2d对一建于8度类场地上的12层钢筋混凝土框架结构进行了大震下的变形验算。强震记录取自加州国家地震中心强震数据库，按场地类别和峰值加速度对数据进行分类处理，从中选出38条波进行反应谱的拟合。最终选定拟合较好的13条波进行本次试算，作为比较加入了常用的el - centro波和taft波。
Secondly , the author assumes material is elastic , separately adopts planar model and spatial model of the 6 - 12 - 18 - storey spatial concrete frames reckons in shear deformation and axial deformation and contrastingly analyzes lateral displacement of the frames under taft . e1 - centro and tianjfn seismic wave considering geometric non - linear effect or not in order to find out the rule about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake . simultaneously , the author weighs the effect of spatial self - bracing function on structural analysis by contrasting lateral displacement between planar model and spatial model of the frames 其次，作者在弹性材料假定下，对六层、十二层、十八层空间混凝土框架，分别取其空间模型和平面模型，计入剪切变形、轴向变形的影响，按考虑几何非线性因素与否，分别在taft 、 e1 ? centro及天津地震波作用下，作以对比分析，以找出几何非线性效应对多高层混凝土框架结构在强震作用下抗震性能的影响的规律；同时，对平面模型与空间模型之间的空间相互作用，均以其几何非线性情况下的位移反应作对比分析，来衡量空间相互作用对结构分析的影响。
