能見度限制 的英文怎麼說

中文拼音 [néngjiàndùxiànzhì]
能見度限制 英文
limitid visibility
  • 能 : 能名詞（姓氏） a surname
  • 見 : Ⅰ動詞1 （看到; 看見） see; catch sight of 2 （接觸; 遇到） meet with; be exposed to 3 （看得出; ...
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 限 : Ⅰ名詞（指定的范圍; 限度） limit; bounds Ⅱ動詞（指定范圍, 不許超過） set a limit; limit; restrict
  • 制 : Ⅰ動詞1 （製造） make; manufacture 2 （擬訂; 規定） draw up; establish 3 （用強力約束; 限定; 管束...
  • 能見度 : visibility; conspicurity; seeing
  • 限制 : place [impose] restrictions on [to]; astrict; restrict; limit; confine; shut down on [upon]: 限制...
  1. The thought of slope safety and landslide prevention based on risk management processes is discussed from the risk factors identification, risk assessment, risk control, and risk prevention measures of the landslide in this paper, and it is pointed out that the risk management technique is a efficient method, which helps manager to cope with the possible risk preparedly and rationally and to adopt measures to reduce the risk in a maximum limit and finally to avoid and reduce the loss of property finally

    從滑坡的風險因素識別、風險評價、風險控制、滑坡風險防範措施等風險管理流程入手，對基於風險管理技術的邊坡安全與滑坡預防思想進行了論述，指出應用風險管理技術是幫助管理者有準備地、理性地面對所可能遇見的風險，並採取措施最大限度地減少風險，最終減少或避免財產損失和人員傷亡的預防手段。
  2. Result from greenhouse indicated that n, p, k and s were found to be yield limiting factors, and zn was also limiting yield at some extent ( see of results and discussion )

    溫室試驗結果表明該土壤氮、磷、鉀和硫是產量限制因素，在某種程度上鋅也可能是限制因素（見結果和討論） 。
  3. The reform of transfer system in china must not be confined on itself. the reform should start from the basic principle " function choosing income ", perfecting system foundation of transfer firstly which means ensuring the definition, stability and rationality of function division. then, it is possible to bring forward relevant reform suggestions

    我國的轉移支付改革絕對不能只局限於轉移支付本身，必須從事權決定財權四川大學碩士學位論文這一基本原則出發，先完善轉移支付的制度基礎?保證支出職能劃分的明確性、穩定性、合理性，在這個基礎上才能提出相應的改革建議:合理劃分財政收入;明確轉移支付的目標;科學計算財政缺口;選擇適當的轉移支付方式實現不同的政策目標;提高轉移支付計算的科學性、透明度和可預見性。
  4. Steel frame with welding joint easily occur brittle collapse because of having a low ductility at joints then ， a semi - rigid connected steel frame has large the energy absorption capacity which can resist dynamic loads and the using steel qualities of bracing system and joints are small so adopting a semi - rigid jointed steel frame is economical and stable but for semi - rigid connections are complex and variable ， in conventional analysis and design of steel structures ， it is usually assumed that the connections between columns and beams are either rigid or pinned the analysis of steel frames adopting the assumption can simplify the procedure of analysis and design ， but cannot precisely reflect structural practical circumstance and the errors of calculating results are large ， even ， get incorrect conclusions semi - rigid connection was referred to in chinese code for design of steel structures ( 2001 ， 10 ) ， however ， it isn ’ t specified how to apply semi - rigid joints in design in fact it cannot be carry out the purpose of the paper give a calculating method that accords practical engineering and easily put into effect worthwhile it is going to promote the development of semi - rigid jointed steel frame in design and heighten structural stability in the paper ， at first some commonly employed methods for the modeling of connection behavior are introduced richard abbott function modeling of connection is adopted for extended end plate bolted connection by the 34 test data comparing to regression analysis indicate richard - abbott function modeling of connection represents an excellent fit to test data then after a semi - rigid joint behavior can be modeled as a finite stiffness rotation spring ， base on rotation and displacement equation derive the element stiffness matrixes with semi - rigid connections where the effects ofj ointed flexibility geometric non - linearity and shear forces in the connection deformations have been considered in and fixed - end forces are modified finally, a program for calculating semi - rigid with incremental - iterative method has been

    本文的目的就是為半剛性連接鋼框架的設計提供一種既符合工程實際又簡便易行的計算方法，供規范使用過程的補充、延伸或參考；同時，也將促進半剛性連接鋼框架設計技術的發展，為提高結構安全性能、節省工程成本發揮應有的作用。本文首先介紹了常見的幾種應用較為廣泛的樑柱連接彎矩轉角關系模型，在分析比較的基礎上，選用richard ? abbott函數模型作為外伸端板連接彎矩轉角關系模型，通過對34個外伸端板連接的實驗數據與回歸分析得到的參數比較可知，經回歸分析得到的此模型參數與實驗數據符合較好。然後用彈簧表徵連接點的轉動剛度，根據梁的轉角位移方程推導出半剛性連接的剛度矩陣，在單元剛度矩陣中考慮了節點柔性、幾何非線性和剪切變形的影響，並對固端力進行了修正，最後用增量迭代法編制有限元程序進行計算和分析。
  5. Not only was man now able to see with measured precision independently of visibility, but he could now “ see ” such objects as aircraft at ranges far in excess of those possible even under ideal optical conditions with normal vision

    人不僅可以不受視線（能見度）的限制而看得很精確，並且可以「看見」諸如遠方的飛機等物體，其距離遠遠超過用正常的視力並藉助于最理想的光學儀器所能達到的。
  6. On rare occasions, a memory card may not record to full capacity due to its writing speed

    在極罕見的情況下，記憶卡可能會因為寫入速度的限制而無法用盡其容量來拍攝影像。
  7. A few laboratory failure experiments might seem to suggest otherwise, but they are conducted on a limited scale and do not replicatethe complex and heterogeneous conditions of the problem in situ

    少數幾項實驗室失敗的實驗可能看來建議另外的意見，但是他們僅在很有限的標度上進行，根本沒有將地震預測問題實際存在的場所的復雜和不致性的狀況復制出來。 」
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