pseudo-static中文是什么意思

• 伪静态的
• 虚静态

• "pseudo"中文翻译    adj. 〔口语〕假，伪，冒充的。
• "static"中文翻译     static2 n. 1.〔美国〕【物理学】 ...
• "pseudo static" 中文翻译 :    伪静态的
• "pseudo-static method" 中文翻译 :    拟静力法; 宁静力法
• "pseudo-static storage" 中文翻译 :    伪静态存储器
• "pseudo-static store system" 中文翻译 :    伪静态存储系统
• "pseudo-static test" 中文翻译 :    伪静力试验
• "pseudo" 中文翻译 :    adj. 〔口语〕假，伪，冒充的。
• "pseudo-" 中文翻译 :    pseud(o)- comb. f. 表示“伪，拟，假，赝”： pseudoarchaic; pseudoclassical; pseudomartyr; pseudoplastic.
• "static" 中文翻译 :    adj. 1.静止的，静态的，静力的。 2.【物理学】天电的，静电的。 3.【无线电】静态特性。 4.固定的，不活泼的，变化小的。 5.使安静的。 static draft 【机械工程】静力通风。 adv. -ically static2 n. 1.〔美国〕【物理学】天电；静电；天电[静电]干扰。 2.〔俚语〕恶言，口角，争吵。
• "pseudo-lebensspuren pseudo-lebensspur" 中文翻译 :    的复数
• "code, pseudo" 中文翻译 :    伪代码
• "pseudo acacia" 中文翻译 :    伪刺槐
• "pseudo acid" 中文翻译 :    假酸
• "pseudo address" 中文翻译 :    伪地址
• "pseudo adiabat" 中文翻译 :    假绝热线
• "pseudo adiabatic" 中文翻译 :    伪绝热的
• "pseudo adsorption" 中文翻译 :    假吸附
• "pseudo agglutination" 中文翻译 :    假凝聚
• "pseudo allele" 中文翻译 :    拟等位基因
• "pseudo alloy" 中文翻译 :    假合金
• "pseudo amitosis" 中文翻译 :    假无丝分裂; 拟无丝分裂
• "pseudo annuliform" 中文翻译 :    伪节形
• "pseudo anticline" 中文翻译 :    假背斜
• "pseudo apogamy" 中文翻译 :    假孤雌生殖

• Seismic design concept from a pseudo - static test of steel reinforced concrete frame - core wall structure model with transfer floor
  核心筒结构模型拟静力试验对抗震设计的启示
• Such work have been done as follows : 1 . the pseudo - static tests of three 1 / 2 - scale models r . c . frames with special - shaped columns have been conducted
  ( 2 )对异形柱框架结构的侧向刚度和水平承载力的计算方法进行了分析研究。
• The pseudo - static method ( static method in brief ) is now currently adopted in seismic analysis of retaining structures for some well known limitation
  受各种条件限制，挡土墙的抗震验算，仍普遍采用拟静力法(以下简称静力法) 。
• For studying seismic behavior of the abnormal exterior joint of reinforced concrete frame , four abnormal exterior joints are tested by the pseudo - static experiment
  摘要对4个钢筋混凝土框架异型边节点试件进行了拟静力试验，以研究此类节点的抗震性能。
• The earthquake force was ignored during designing midget pump station , while the pseudo - static method just gave approximate calculation to the large and medium pump station ever
  在以往的泵站设计中，对于小型泵站，一般不考虑地震力；对于大中型泵站，即使考虑地震载荷大多都运用拟静力法，进行大致的近似计算。
• Evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of manla rockfill dam under earthquake condition , give design scheme of the manla dam according to the analysis result
  通过拟静力法和动力有限元法得到的计算成果进行的对比分析，对满拉堆石坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出措施。
• Utilizing finite element method , found the safety factor of the dam slope . evaluate the conclusion of pseudo - static method and dynamical finite element , and the security of hada mountain embankment dam under earthquake condition
  对拟静力法和有限元法得到的计算成果进行了对比分析，对哈达山土坝在地震作用下的安全性进行了综合评价，根据分析结果对工程设计提出了一些建议。
• 2 . pseudo - static force testing of twelve full - scale connections , including top - seat angle connections , two web flange and top - seat connections , extended - end - plate connections , slit - t steel connections and dog - bone connections are carried out for the first time in our country
  2首次在国内大规模地进行了顶底角钢连接、带双腹板顶底角钢连接、外伸端板连接以及短t型钢连接等半刚性连接以及狗骨式刚性连接这五种连接类型共十二个原型试件的拟静力试验。
• The thesis mostly work is mathematical analysis , give some basic information of the research object - hada mountain embankment dam , determinate the research task and the analyses condition . utilizing pseudo - static method theory , calculated the safety factor for the dam slope , give a primary conclusion . utilizing static finite element method based on duncan - chang hyperbola model , found the static stress field , make the foundation for dynamical finite element analyses
  采用等效线性模型，用计算土石坝地震反应的动力有限元程序，对哈达山土坝进行了动力有限元分析，得到了坝体的动应力场分布、加速度场分布，为动力有限元法计算坝体稳定打下基础。
• The paper probed the applying of multi - ribbed slab with outer light frame structure ( mrsolfs ) to the upper structure of buildings with commodious space at the bottom and the feasibility of replacing lfswsums with frame - supported multi - ribbed composite slab structure ( fsmrcss ) . firstly , the paper carried out test study base on the pseudo - static test under horizontal loads on four two - spanned model members of fsmrcss , including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model . by the test study , the paper analyzed the test results , including analysis on mechanical property of the constructure under vertical loads , and failure mode , deformation capacity , aseismic performance under horizontal loads and constant vertical loads
  本文首先对三个两跨两层和一个两跨三层的底部大空间框支密肋复合墙结构的1 2和1 3比例模型进行伪静力试验研究，通过对底部大空间框支密肋复合墙结构在竖向荷载及与水平低周反复荷载共同作用下的受力性能的试验研究，探讨了结构的变形性能、滞回耗能和破坏形态，并与框支砌体结构进行对比分析。