按传统的英文

• traditionally chinese youths live with their parents until they grow uand marry

• 按    press; push down
• 传统    tradition any tube-shaped pa ...
• 不按传统课程上课的中小学    alternative school
• 形状不规则的, 不按传统格式的    free-form
• 传统    (世代相传、具有特点的社会因素, 如风俗、道德、思想、作风、艺术、制度等) tradition; convention 革命传统 revolutionary tradition; 传统观念 traditional ideas [concepts]; 传统剧目 traditional theatrical pieces; traditional opera [drama]; 传统看法 traditional [conventional] viewpoint; 传统习惯 traditional customs; 传统势力 traditional force; 传统友谊 traditional (ties of) friendship
• 传统船    conventional ship
• 传统瓷    traditional porcelain
• 传统的    academize; classical; conventional; ortho-orthodox; traditionally; traditionary; usual, traditional
• 传统地    traditionally
• 传统法    ortho-method; traditional approach; traditional method
• 传统服    traditional garments-kilt
• 传统剑    conventional weapons
• 传统名    traditional name
• 传统上    traditionally; traditionarily
• 传统型    conventional style; drawgames; traditional
• 传统药    drugs traditional; traditional drugs
• 大传统    great tradition
• 后传统    post-traditional
• 太传统    too tradition
• 魏传统    wei chuantong
• 小传统    little tradition
• 遗产；传统    heritage
• 周传统    zhou chuantong
• com传统型    com classic
• 半传统的    quasi-traditional

• The traffic control and management system of freeway is a varying with time , large - scale complex system , which includes people , vehicle and road , and the traditional control method and general management means could not reach the satisfied result
  高速公路交通控制与管理系统是一个包括人、车、路相互作用的复杂时变巨型系统，按传统的控制方法和常规管理手段很难达到满意的效果。
• Follow the traditional evaluation method for the absolute testing of three optic flats , the result of the deviation can be evaluated by the deviation on two perpendicular diameters , its evaluation method is different from the true surface graph exactly
  摘要按传统三面互检法评价平面度偏差，结果只能由评价平晶在两条相互垂直的直径线上的测量数值得到，其评价方法与平晶的真实面形偏差存在差异。
• But when the classical centralized kalman filter ( ckf ) is used in this kind of integration , there will be two disadvantages : firstly , there exists real time computation difficulty ; secondly , the fault tolerance capability is poor . once one of the subsystems breaks down , all the other subsystems are affected
  然而，如果按传统的集中式卡尔曼滤波器设计组合导航系统时会产生两个缺点：一是实时计算困难，计算量将以维数的三次方剧增；二是容错能力极差，一旦某一子系统出现故障，所有正常工作的子系统都会受到污染。
• The concrete used in testing bridge is monitored and some performance at definite age including compressive strength , splitting fensile strength , frost resistance , scaling frost resistance , chloride ion diffusion coefficient ( dcl - ) , resistance of carbonization and pore structure by mercury porosimetry are tested . these performances are compared with that of concrete which designed by traditional method . the results show that mechanical properties of concrete designed by high durability concrete proportion and traditional method meet require ment at any age , however , frost resistance , scaling frost resistance , chloride ion diffusion coefficient ( dcl - ) , resistance of carbonization and pore structure of the former are better than the latter , so high durability concrete is economic benefit
  对试验桥用混凝土的质量进行监控,并成型试件测量所需龄期内的抗压强度、劈裂强度与抗冻融、抗盐冻、氯离子扩散系数( dcl - ) 、抗碳化等耐久性能指标及孔结构,并与传统混凝土进行对比研究,结果表明:高耐久性混凝土及按传统配合比设计的混凝土的力学性能均能满足相应龄期的要求,但前者的抗冻融性能、抗盐冻性能、抗碳化性能、 dcl -和孔结构明显优于后者,并具有明显的社会经济效益。
• The results of research show that : 1 . the statistical analysis of the in - situ measured soil and water pressures and lateral horizontal displacement of the underground consecution wall revealed that soil and water pressures chang continuously with the excavation depth , the maximum values appear when excavation depth reach 1 / 2 - 5 / 8 of the designing excavation depth . generally , the soil and water pressures on the underground consecution wall are less than that calculated by conditional ways . the lateral horizontal displancement of the underground consecution wall increase with the increase of excavation depth . during the process of excavation , the following excavation of soil have an obvious effect on inner force and displacement of the previous struts , which proved that classic methods ( imagine beam method etc ) are unreasonable
  研究结果表明： ( 1 )对基坑围护结构?地下连续墙的实测土压力和实测侧向水平位移统计分析得出：土压力是一个随开挖深度不断变化的量；在开挖至设计开挖深度的1 2 5 8时，土压力达到最大值。从总体上看，实测土压力小于按传统方法(水土分算法、水土合算法)计算得到的主动土压力。地下连续墙的侧向水平位移是随开挖加深而不断增加的。
• The existence of original flaw leading to early destroying of structure could not be predicted by traditional fatigue designing method of steel structure of crane . so it was inevitable that the cranes that were designed according to this method had hidden dangers . many great steel - making plants were worrying about the serving cranes that were bought in the 70 ' s
  由于起重机钢结构中初始裂纹的存在而导致的结构早期失效用传统的起重机钢结构疲劳设计方法是无法预测的，因此这种按传统方法设计出的起重机就难免会存在一些事故隐患，我国大型钢铁企业在七十年代购买并使用至今的大批起重机都有此顾虑。