破壞的范圍 的英文怎麼說

中文拼音 [pòhuàidefànwéi]
破壞的范圍 英文
the extent of damage
  • 破 : Ⅰ動詞1 （完整的東西受到損傷） be broken; be damaged 2 （使損壞） break; break down; damage 3 （使...
  • 壞 : Ⅰ形容詞1 （不好的; 惡劣的; 使人不滿意的） bad 2 （表示程度深 多用在表示心理狀態的動詞或形容詞後面...
  • 的 : 4次方是 The fourth power of 2 is direction
  • 范 : 名詞1 [書面語] （模子） pattern; mould; matrix 2 （模範; 榜樣） model; example 3 （范圍） boundar...
  • 圍 : Ⅰ動詞1 （四周攔擋起來 使裡外不通; 環繞） enclose; surround; corral 2 （繞; 裹） wrap Ⅱ名詞1 （四...
  • 破壞 : 1 （使建築物等損壞） destroy; wreck; ruin 2 （使事物受到損害） do great damage to; do harm to; da...
  • 范圍 : scope; limits; extent; boundary; confines; range; range dimension; spectrum
  1. Based on the bedding features of weak intercalations in sandstone plates near the top of underground cavity, the probable failure scale of bedding sliding, the probable settlement, the folding places and the critical length of sandstone beams are computed seperately, then the stability of underground cavity is analysed

    針對地下工程頂部層狀砂巖中存在順層發育軟弱夾層的情況，分別對開挖后可能出現的層間滑動破壞范圍、巖板的沉降、折斷和臨界長度進行計算，並分析其穩定性。
  2. Firstly, some basic concepts are not clear, such as what is the status of the company under liquidation, how to define the action of the industrial - commercial authority ' s invalidation of the license of the company, whether or not the share holders can sue to disincorporate the company, is it legal to dissolve a company without liquidation, what is special liquidation, under what situation will a company be obliged to disincorporate, who will be responsible for liquidation after the dis incorporation, etc. secondly, some primary legislative principles about disincorporation and liquidation that are adopted in foreign countries are not established in china, such as a company must be liquidated before disincorporation except for acquisition, the company remains valid during the liquidation until it finishes the invalidation registration, an ordinary liquidation must be replaced by a special liquidation under the instruction of the court when there is an impediment or a fraud, the company should apply to the court for bankruptcy when it is found that its debt is over its asset during the liquidation, the number of people execute liquidation can be several or just one, companies applied for annulment shall be judged by the court and must be liquidated, etc. thirdly, china does n ' t have some of the fundamental rules that are specified in the laws of foreign countries, such as the rule of disincorporation registration, the rule that the company should sue to let the court judge for disincorporation if there is a deadlock between share holders, the rule of credit trade - off in special liquidation, the rule that people who execute the liquidation are jointly responsible for compensating the loss of the third party caused by their activities that are illegal or vicious, the rule of special liquidation, the rule of the representation of the people who execute the liquidation, the rule of the court supervising the liquidation in an inactive way, the rule of how long the accounts and documents should be kept after disincorporation, etc. because of the lack in research and legislation, the system for companies leaving the market is highly disorganized, which harmed the interest of the creditors and relevant people, increased the risk of market exchange, damaged the order of the market economy and the ethic of doing business, wasted the resources of the society, and impaired the authority and seriousness of the law

    再次，國外立法上的一些基本制度我國沒有，如解散登記制度，股東出現僵局訴請法院判決解散制度，特別清算中的債權協定製度，清算人因違法或惡意對第三人承擔連帶賠償責任制度，司法特別清算制度，清算人的代表性制度，法院消極監督清算制度，帳薄及文件在公司解散后保存法定期限制度等。由於理論研究和立法的不足，造成了我國公司法人退出市場機制的嚴重混亂，損害了債權人和利害關系人的利益，增加了市場主體交易不安全感，破壞了市場經濟秩序和商業道德，浪費了社會資源，削弱了法律的權威性和嚴肅性。文章認為，完善我國公司解散和清算制度，應借鑒和引進發達國家的法學理論和法律制度，統一我國有關解散和清算立法，在基本概念、基本原則、基本制度、基本程序諸方面進行統一規范，填補立法空白，創設法院解散公司制度，廢除行政特別清算制度代之以司法特別清算制度，健全和嚴格違反清算規定的法律責任制度（包括民事責任，刑事責任，行政責任，改變現行行政處罰范圍偏廣，民事賠償范圍偏窄，刑事追究空白太多的不協調狀況） ，從而構築起科學的公司解散和清算制度，使之符合我國經濟生活的客觀需求，符合市場經濟發展的基本方向，並與國外立法通例趨同。
  3. In chapter 5, by number value simulation calculation and experiment of one simple support beam, we will compare the magnitude of the coupling static and dynamic stress at each point on the girder under harmonic excitation, and so find conclusions such as : ( 1 ) there are so much correlations between structure damage and environmental effect and exterior excitation leads dominant effects in structure damage that we should consider static and dynamic stress together. ( 2 ) new intension design rules should be set up, according which the range of structure possible damage position should be estimated in advance

    得到以下結論： （ 1 ）結構的破壞和環境的影響密不可分，外部激勵在結構破壞中發揮了重要的作用，應該將結構所受的靜力和動力一起考慮； （ 2 ）應該建立新的強度設計準則，並以此作為依據，對已知結構的可能損傷位置有預先的范圍估計，從而為損傷識別的準確定位提供理論依據。
  4. Today, most of the ecological environment deterioration areas locate in the affecting parts of towns

    今天，生態環境破壞的絕大部分地區都處在城鎮的影響范圍內。
  5. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究，得出的主要結論有：建築物震害預測是一個模糊的、系統的、復雜的問題，現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據，有其自身的優缺點和一定的適用范圍；應針對不同的建築物條件、場地條件、地震強度和已有經驗等，採用不同的預測方法進行建築物震害預測，以使預測結果達到預期的精確性、可靠性和可操作性；建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，單層工業廠房和空曠房屋以中等破壞為主，其餘建築以嚴重破壞為主；建築物的震害預測結果體現了未來地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固；由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分，重慶大學碩士學位論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增，漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度（ 7度）時，漳州市區直接經濟損失約4 . 5億元，無家可歸人員約40000人，且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  6. With metal fatigue in material mechanics, this paper deduces the limestone fatigue curve of longmen grottoes by means of marble s one within the error permission. by the experiment elects the crucial factors of current vibration environment in longmen grottoes, the author contrasts the result of the experiment with its fatigue curve referred above and analyses the fatigue effect of longmen grottoes. finally, it is pointed out that after longmen grottoes have being suffered weathering and water - erosion more than 1500 years, the vibration environment is becoming an crucial factor leads to fatigue effect, especially in those weak surface carvings just like the crossings of several rifts, serious weathering places, etc

    借鑒材料力學中金屬疲勞破壞的研究手段，在誤差允許范圍內用大理巖疲勞曲線推導出門石窟石灰巖疲勞曲線。通過對石窟實際振動環境中典型要素的抽取和振動試驗，將試驗結果與疲勞曲線進行對比，分析了門石窟的疲勞破壞效應。文章指出，在經歷了1500多年的風化和流水溶蝕后，振動環境已成為導致門石窟某些薄弱點如多條裂隙交叉點嚴重風化酥解的壁面雕刻品等產生疲勞破壞的重要誘發因素。
  7. ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too

    （ 6 ）建壩工程荷載條件下河谷巖體力學環境分析及右岸古滑坡體的穩定問題分析得出：建壩后河谷的巖體應力量值明顯增高，同時左岸的張應力區的范圍及量值明顯減小，主應力的方向依然與模型的底邊界垂直；大壩建成后逐漸蓄水階段以及同時考慮本區最強地震力的作用等各種不同的工況條件時，滑坡體及壩體總體上仍處于穩定狀態；水位驟降時，在未考慮其他外力作用的情況時，滑體的安全系數將顯著降低。若考慮水位驟降及本區最大地震力的共同作用，壩體將在滑坡體下滑推力的作用下產生破壞；建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出，在最危險的工況條件下，壩體及滑坡體也將處于臨界狀態；在長期滲透變形的作用下，由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。
  8. The stress of slag rests with the structure, physical characteristic, and heat transfer status of slag. taking no. 1 boiler of beilun thermal power plant as example, the walltube thermal stress and the destroying impact on slag are researched

    得出鍋爐大范圍變負荷運行時熱應力能夠超過渣的強度極限引起渣結構破壞的結論，渣層的熱應力主要取決于渣的結構、物理特性和傳熱狀態。
  9. Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g. kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory, the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced

    利用g . kani提出的拱?齒理論中的無腹筋梁的拱齒破壞的分界點（也就是無腹筋粱的最小抗剪承載力點） ，再結合前述理論中所提出的梁剪壓破壞和斜拉破壞的分界點，提出了梁在延性的剪壓破壞范圍內的最小抗剪承載力，並與混凝土結構設計規范gb50010 - 2002比較，結果吻合較好。
  10. The minimum shear resistance of beams in the paper is close to the one in the code for design of concrete structures " gb50010 - 2002 '. according to the actual project, the destroy of 448 kinds of beams are analyzed by computer by taking account of the effective coefficient " " of the strength of concrete confined by hoops, the relationship with the section property of beams, the critical point of the arch - rib failure transiting to the shear - compression failure which is advanced in the anti - theory, and the contribution to the beam ' s shear resistance of the concrete in the shear - compression zone

    引用箍筋約束混凝土的有效系數，利用其與梁截面特性的關系並結合理論分析中提出的梁剪壓破壞與斜壓破壞的分界點，同時考慮了剪壓區混凝土的抗剪貢獻，從工程實際出發，編程擬算了448種梁構件的破壞情況，計算結果表明，梁發生在剪壓破壞范圍內的最大抗剪承載力值比混凝土結構設計規范gb50010 - 2002值略高。
  11. Wwf has previously raised its concerns that poor planning by clp in failing to ensure continued gas supply to black s point is being used as justification for building an industrial facility in what should be a marine park, thereby destroying one environment to save another. a satisfactory answer as to how clp allowed this to happen has not been forthcoming

    本會之前已關注到中電未能確保鼓灘電站天然氣持續供應，證明當初的規劃出現疏忽的情況，但他們卻反以此作為在建議中劃為海岸公園的范圍內興建工業設施的理據，中電不僅沒解釋為何會出現如此重大疏忽，更以解決一個環境問題而破壞生態環境。
  12. The dynamical parameter was regarded as evaluation guideline, and through investigating the change characteristic of the basin and modulus under different destroy boards, different area and different level loads, the identify methods of the pavement bursted have been given and we advise to use synthesize modulus ratio to evaluate the pass - loads capacity of the joints. we have also discussed the influence of different level loads to the joints pass - loads capability, and confirmed the commonness and oneness of the influence of the pass - loads and bursted to the basin and modulus under the critical loads, and the range of the critical loads was also given. basing on the determination of the pass - loads a

    以動態參數作為評價指標，通過研討不同破壞板的不同區域，在不同等級荷載作用下彎沉、模量的變化特性，提出了路面脫空識別辦法以及利用綜合模量比來評價接縫傳荷能力的思想，探討了不同等級荷載對接縫傳荷能力的影響特性，確定了臨界荷載下傳荷與脫空對彎沉、模量影響的共性和單一性，並確定了臨界荷載的范圍，在判定脫空和傳荷基礎上提出了水泥混凝土路面的壓漿效果的評價方法，通過研討荷載與動態模量的關系，對地基的動態性能進行了系統的分析與評價。
  13. The main reasons why both the construction of plover cove and high island reservoirs met with strong opposition from the indigenous residents, was because the affected area was huge with many villages submerged. these indigenous people believed that the construction impaired their traditional rights and that the government s compensation was only a fraction of the market value. this discontent was the main shortcoming in the implementation of the large - scale post - war waterworks projects

    萬宜水庫與船灣淡水湖的興建，受新界原居民強烈反對，最主要是工程牽涉的范圍太廣，村落太多，村民認為政府的興建水塘計劃，破壞新界原居民傳統權益，而政府就土地所作的賠償，相對市價來說十分微薄，引起原居民不滿，也是興建過程中的一大憾事。
  14. Wwf hong kong recommends expansion of scope of designated projects as contained in schedules 2 and 3 of the ordinance, so as to cover small scale projects, such as ones under the rural project improvement scheme rpis, that could impose significant ecological impacts on sensitive and vulnerable areas with high conservation interest

    世界自然基金會建議擴大條例中指定工程項目附表2或3的范圍，以包括小型項目，如屬于鄉郊規劃及改善策略的小型項目，因此等項目可對一些生態敏感及具存護價值的易受破壞地區造成深遠影響。
  15. Though the flood control engineering system improved the flood control standard and reduce the frequency of flood inundation and enlarger the protected area, but at the same time, the risk of dike broken and dam failed were added. moreover, people found that human living environment become worsen increasingly and the river ecosystem was destroyed

    然而，在與洪水斗爭的過程中，人們發現雖然通過大規模的水利工程建設，提高了江河的防洪標準，減少了洪水泛濫的幾率，擴大了防洪保護的范圍，但同時也增加堤防、大壩潰決等的風險，而且人類發現生存環境日益惡化，河流生態系統被破壞等諸多問題。
  16. A new method for stability assessment of the slope was proposed so as to give rise to reliability of the numerical simulation, which estimated the stability of the slope through the comprehensive analysis of the movement trend of velocity at the tracing points in the model, the failure zone as well as the displacement

    在判斷邊坡的穩定性時提出了一種新的判斷方法，即運用邊坡移動速度的變化趨勢結合邊坡的位移量以及破壞場范圍判斷邊坡的穩定性，提高了數值計算分析的可靠性。
  17. " wwf disagrees with the conclusion of the eia and is highly disappointed with the decision made by epd which allows an undesirable development within a marine area supposed to be protected, " stressed eric bohm, ceo, wwf hong kong

    世界自然基金會香港分會行政總裁毅理強調：本會並不同意環評報告的結論，並對環保署容許在應受保護的海洋范圍內進行對環境造成破壞的工程，感到極度失望。
  18. On the view of traffic environment, this paper studies the restriction effect of traffic environment to the traffic development. and on the strategic traffic planning level, the concept that the developmental scale, orientation and intensity of urban transportation must be in the rang of the traffic environment carried is put forward. and it is wrong that the traffic development woulde be cost the destruct the quality of the environment

    本文從交通環境角度出發，研究了交通環境對交通發展的約束作用，從交通戰略規劃的層次上，提出交通發展規模、方向和強度必須在環境可以承受的范圍之內，不能以破壞環境質量為代價發展交通。
  19. Research results indicate that aggregate gradation extracted from field samples are out of gradation bounds specified in the design file, which can be one of the contributing factors in the development of pavement distress, especially premature failure

    研究結果表面瀝青混合料的級配超出設計范圍可能是影響路面長期性能並呈現早期破壞的原因之一。
  20. Making use of the " truss + arch " mechanical model, the range of the three shear failure models ( shear - compression failure, diagonal - tension failure and arch - rib failure ) is divided quantitatively, and the theoretical formula of shear resistance of beams and columns is educed

    利用修正的桁架+拱抗剪力學模型，定量的劃分了樑柱構件受剪破壞三種狀態（剪壓破壞、斜拉破壞和斜壓破壞）的范圍，並由此推得樑柱構件抗剪的理論公式。
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