creeping effect中文是什么意思

• 蠕动作用

• "creeping"中文翻译    adj. 1.爬行的；蠕动的；蠕变的；遍地蔓延的。 2. ...
• "effect"中文翻译    n. 1.结果。 2.效能，效果，效力，效应，作用，功效 ...
• "creeping" 中文翻译 :    adj. 1.爬行的；蠕动的；蠕变的；遍地蔓延的。 2.迟缓的，悄悄的。 3.巴结奉承的。 4.痒痒的；毛骨悚然的。 creeping discharge 【电学】蠕缓[潜流，沿面]放电。 creeping Jesus 〔英俚〕怕迫害而躲藏的人，胆小鬼。 creeping motion 蠕动。 creeping things 爬虫类。
• "a creeping palsy" 中文翻译 :    慢性麻痹
• "a creeping vine" 中文翻译 :    蔓生的葡萄树
• "creeping adjustment" 中文翻译 :    逐次接近法射击校正
• "creeping bacteria" 中文翻译 :    匍匐细菌
• "creeping barrage" 中文翻译 :    徐进弹幕射击
• "creeping bentgrass" 中文翻译 :    匍匐剪股颖; 匍匐翦股颖; 翦股颖
• "creeping blueberry" 中文翻译 :    厚叶越橘
• "creeping bluestem" 中文翻译 :    匍匐须芒草
• "creeping boat" 中文翻译 :    探海艇
• "creeping buttercup" 中文翻译 :    匍匐枝毛莨; 匐枝毛莨
• "creeping charlie" 中文翻译 :    田旋花
• "creeping chill" 中文翻译 :    寒冷感; 潜性恶寒
• "creeping covers" 中文翻译 :    匍匐覆盖植物
• "creeping crack" 中文翻译 :    蠕变裂缝; 蠕变裂口
• "creeping crowfoot" 中文翻译 :    匍枝毛茛
• "creeping device" 中文翻译 :    蠕变装置
• "creeping discharge" 中文翻译 :    潜流放电; 蠕缓放电; 沿表面放电; 沿面放电
• "creeping disease" 中文翻译 :    幼虫移行症
• "creeping disk" 中文翻译 :    爬行盘
• "creeping distance" 中文翻译 :    漏电距离; 蠕缓放电距离; 沿面放电路径
• "creeping divide" 中文翻译 :    缓移分水岭
• "creeping doom" 中文翻译 :    漫天虫蚀; 蠕动末日

• An fem analysis of creep effect in pre - stressed concrete structures
  预应力混凝土结构徐变效应的有限元分析
• Creep effects on load distribution of reinforced concrete structures during construction
  考虑徐变效应的施工期钢筋混凝土结构荷载传递规律
• This paper also presents a quantitative method to evaluate this creep effect
  本研究也提出一个可以评估深开挖土壤潜变效应的量化评估方法。
• Standard specification for evaluation of duration of load and creep effects of wood and wood - based products
  木材和木质品的持续负载和蠕变影响评定的标准规范
• To the problems in long - term monitoring of concrete stress , the numerical simulation for concrete creep effect of the main girder segment of wenhui bridge was made ; accordingly a method that can approximately separate the creep strain was put forward
  针对目前混凝土应力长期监测中存在的问题，对文晖大桥主梁节段进行了徐变效应的数值模拟分析，并提出了近似的徐变应变分离方法。
• To testify the feasibility and suitability of this new - type prestressed concrete structure , lot of studies is made on the aspects of static performance , creep effect and dynamic performance , etc . whether from theory analysis or experimental study in this thesis
  为验证这一新型预应力混凝土结构的可行性与适用性，本文从理论分析和试验研究两个方面对其静力性能、徐变效应和动力特性等多方面进行了研究。
• In process of deep excavation in soft ground , the support system ' s deformation , external loads and internal forces are various with time . creep effects are detectable . meanwhile , the unloading induced by the excavation leads to the dissipation of excess pore water
  在软土地区开挖深大基坑，开挖中围护结构位移、结构体的外荷和内力会随着基坑暴露时间的增长而变化，呈现出明显的流变效应；同时基坑开挖引起土体卸载，超静孔压的消散导致固结效应的产生。
• The analytic model of this bridge is established . a lot of influencing factors such as identifying and adjusting of structure parameter , construction technology , construction monitoring method , temperature effect , concrete young ' s modulus and shrinkage and creep effect are considered in construction monitoring and controlling . the construction control of this bridge is realized through construction monitoring , back coupling and forecasting and the preplanned target is reached at last
  通过建立大桥结构分析模型，选择合适的影响因素，包括结构参数识别及调整、施工工艺、施工监测方法、温度效应、混凝土弹性模量及其收缩、徐变效应等，并经监测、反馈、预测，实现大桥线形和应力的不断调整和控制，达到了预定的目标。
• In this thesis , the new structure of pre - stressed cantilever composite beam with corrugated steel webs on steel - concrete composite spine girder was brought forward for the first time , a series of experimental researches and theoretical analyses relating to this new structure are conducted , including load transverse distribution rule , shrinkage and creep effect , temperature difference effect , and ultimate bearing capacity
  本文提出大悬臂预应力波形钢腹板挑梁这一新的构造形式,对其横向分布规律、收缩徐变、温差效应以及承载能力等方面的受力特征进行了分析和试验研究。
• In light of the simulative research results , three methods are applied to analyze some controversial problems in this kind of structural system ( such as the concrete pouring sequence of continuous ends , the applying sequence of pretensioned force , the removal of the temporary supports , the concrete pouring style of continuous ends , the optimization of constructional reinforcement and prestressed reinforcement ) . some important conclusions are drawn : the concrete pouring sequence of continuous ends should be in accordance with the principle of " interval end " ; the removal of temporary supports is also on this principle ( opposite to traditional opinions ) . at the same time , other problems such as the shrinkage and creep effects of concrete , the c racking and failure pattern , the optimization of reinforced bars and prestressed bars are also analyzed in detail
  在此基础上，对于目前先简支后连续结构体系中存在的一些有争议的问题(如后连续端部浇筑和后连续预应力张拉的顺序、体系转换中的临时支座拆除顺序、后连续端部浇筑方式、后连续端部的预应力筋及普通钢筋的优化等) ，我们分别运用三种方法进行了细致的模拟分析、研究，并得出了一些具有重要工程意义的结论：后连续端部的浇筑顺序和后连续预应力张拉的“隔跨”原则，临时支座拆除的“隔跨”原则(此前人们一直认为“对称浇注和对称张拉”是最为合理的施工工序) ，混凝土的收缩、徐变对先简支后连续结构体系的影响一般较小等。