时空效应的英文

• tau-effect

• "时空"英文翻译    space-time; space-time conti ...
• "效应"英文翻译    effect; action; influence
• "超时空效应" 英文翻译 :    deja vu
• "流空效应" 英文翻译 :    flowing void effect
• "真空效应" 英文翻译 :    vacuum effect
• "中空效应" 英文翻译 :    hole-in-the-center effect
• "时空" 英文翻译 :    space-time:[相对] space-time continuum◇时空点 event; 时空度量 space-time metric; 时空反演 space-time inversion; space-time reflection; space-time reversal; 时空平移space-time translation; 时空推测法 reckoning; 时空效应 tau-effect
• "暗天空效果" 英文翻译 :    darkened sky effect
• "低空效能" 英文翻译 :    low-altitude effectiveness
• "对空效力射" 英文翻译 :    antiaircraft fire for effect
• "高空效能" 英文翻译 :    high-altitude effectiveness
• "天空效果" 英文翻译 :    kptsky effects
• "超时空" 英文翻译 :    hyperspace; spacetime; taralabs
• "金时空" 英文翻译 :    kingstone
• "时空的" 英文翻译 :    spatio temporal; spatiotenporal; temporo spatial
• "时空点" 英文翻译 :    space-time point
• "时空观" 英文翻译 :    chronotope
• "时空间" 英文翻译 :    time travel
• "时空律" 英文翻译 :    space-time law
• "时空门" 英文翻译 :    town portal
• "时空人" 英文翻译 :    time traveller
• "时空速" 英文翻译 :    hourly space velocity
• "时空图" 英文翻译 :    space-time diagram; time-space diagram
• "时空学" 英文翻译 :    temporal knowledge
• "时空域" 英文翻译 :    time-space domain

• Combined witch the technical parameters in construction , this article mainly discusses the excavation method of deep end well of subway station , the " time - space effect " principle and the support system in case of complicated large span foundation
  根据“时空效应”原理制定的放坡、开挖单元及支撑架设的技术参数，对安全快速地完成大跨度端头井深基坑的开挖起到了决定性的作用。
• In this paper , the existing problems in bracing structure of deep foundation pit are discussed from three sides - estimating the earth and water pressure , the influence of ground water on excavation engineering , and time - space effect and deformation control in the excavation engineering
  从土水压力的计算、地下水对基坑工程的影响、基坑工程的时空效应与变形控制三方面,对深基坑支护工程中存在的问题进行了论述
• Base on the practices , it was concluded that the " time - space effects " excavation method combining with the ground reinforcement could be employed to control the deflection in deep foundation pits under the top - down construction condition , and consequently to protect the neighboring facilities
  在工程实践的基础上提出结合坑内土体加固采用时空效应法的开挖技术是逆作开挖条件下控制深基坑卸载变形，保护周边环境和设施的有效方法。
• The results show that distinct " bench " distribution rule takes on for the subsidence and distortion of bench - shape slope surface ; the movement range of bench - shape slope surface is smaller but its distortion is larger than those of flat surface and concentrated distortion occurs at every bench plan ; the surface horizontal distortion of bench - shape slope is still pressed in gob centre and tensioned in both sides of gob ; space - time effect should be taken into account for the stability of bench - shape slope influenced by underground mining
  结果表明：露天煤矿台阶状边坡体的采动沉陷规律表现出很明显的“台阶”分布特点；台阶状边坡地表的移动范围比平地地表要小，但变形却更剧烈，且在各台阶平面处形成变形集中；台阶状边坡地表的水平变形仍然呈现出采空区中间受压，两端受拉的特点；台阶状边坡在地下开采扰动下的稳定性应考虑采空区的时空效应。
• City public the key problem that space face is design that growth method that development , wether is traditional or modern , all need to be existed in vigorous city replace , as if organism , since keep hypostatic spirit , need again the right alone metabolism ego renews , can keep on much more than only be used as a kind of concrete item reply the means , also is a kind of sport mode that have the timespace effect , passing to establish to study the - practice the investigative and circulating mode in - in - , realizing to design the process oneself of of keep on developping . in this process " practice " is a processor to changes spatial motive force , research is receive and dispatch the information
  城市公共空间面临的主要问题是发展，无论是传统的还是现代的，都需要在激烈的城市变革之中生存，如同有机体的生长方式，既要保持本质的精神，又需要不断的新陈代谢自我更新，可持续的设计不只是作为一种具体项目的应对手段，同时也是一种具有时空效应的运动模式，通过建立研究? ?实践? ?研究的循环模式，实现设计过程自身的持续发展。在这一过程中“实践”是改变空间的西安建筑科技大学硕士学位论文原动力，研究是收发信息的处理器。
• A deep foundation pit engineering in shanghai is adopted as an example . the factors of design , construction and nature environment on effect of internal force and deformation for a retaining structure are studied in detail through the example . these factors include the rigidity of retaining wall , rigidity and site of support rod , space - time effect of pit excavation , water environment of foundation pit etc . some useful conclusions of controlling deformation of foundation pit are obtained through the study
  以上海某深基坑为工程原型，利用有限元程序，详细探讨了支护墙刚度、支撑刚度及位置、基坑开挖的时空效应、基坑周围水环境等设计、施工和自然环境因素对支护结构内力和变形的影响，提出了一些控制基坑变形的方法措施，为深基坑工程的设计和施工提供了依据。