指定施工時段 的英文怎麼說

中文拼音 [zhǐdìngshīgōngshíduàn]
指定施工時段 英文
construction window
  • 指 : 指構詞成分。
  • 定 : Ⅰ形容詞1 （平靜; 穩定） calm; stable 2 （已經確定的; 不改變的） fixed; settled; established Ⅱ動詞...
  • 施 : Ⅰ動詞1 （實行; 施展） execute; carry out 2 （給予） exert; impose 3 （施捨） give; hand out; best...
  • 工 : Ⅰ名詞1 （工人和工人階級） worker; workman; the working class 2 （工作; 生產勞動） work; labour 3 ...
  • 時 : shí］Ⅰ名1 （比較長的一段時間）time; times; days:當時at that time; in those days; 古時 ancient tim...
  • 段 : Ⅰ量詞（部分） section; segment; part; paragraph; passage Ⅱ名詞（姓氏） a surname
  • 指定 : appoint; assign; allocate; appointment; destine; designation; assigning: （通過法律手續） 指定把...
  • 施工 : be in the process of construction; be under construction; build; construction
  • 時段 : time interval
  1. And these measure are : first stringing then management of work - effect, reducing the rate of fixed salary, combining prize distribution with the work - effect ; second system of standard work - hour that carried out on workers who work in product ion, technical staff setting up technical key task subject, enlarging risk mortgage on managers, year salary for managers ; third floating salary for worker, establishing special training prize fund, flexible management of work - hour, establishing such encouraging system as worker ' s holiday with salary

    在分配機制上降低固定工資的比重，獎金分配與效益直接掛鉤；第二，在考核制度上，在加大對各部門總體經濟指標的考核力度的同時，對職工個人的績效考核力度也逐步加大；第三，在激勵手段上，一線職工實行標準工時考核制度，技術人員設立技術攻關課題，加大管理人員風險抵押，經營者試行年薪制，職工崗位工資浮動管理，設立專項培訓獎勵基金，作息時間彈性管理，建立職工帶薪休假制度等具體激勵措施。
  2. The freezing phase refers to the process to understand the needs for change, to inspire unsatisfactory to realism and to breed the desire to spurn the old. at the same time, the influence of the change must be understood and a secure sense must be created. the change phase is a process transiting from the old stage to the new one, which points out the direction of reform, applies transformation and guide the staff to form new attitude and behavior

    盧因認為任何組織的發展都要經過「解凍?變動?再凍結」三個階段：解凍是指人們認識到變革需要的過程，在此階段應激發人對現實的不滿，並產生摒棄舊態度、舊行為方式的願望，同時使人們了解變革的影響，創造心理上的安全感；變動是舊階段向新階段的過渡，它指明變革方向，實施變革，使職工形成新的態度和行為；再凍結是指固定新行為和新態度，不讓它進一步變動的過程，以防止恢復到解凍前的狀態。
  3. It is important to asses the quality and degree in injury to the nerve for guiding the treatment during internal fixation of the fractures of humerus, the exclusion and protection of the radial nerve should be carefully done, when removig the fixation the radial nerve would be protected by first dissecting normal radial nerve in distal and proximal segments, then, exposing gradually adherent segment within the scar tissue

    結論本組橈神經損傷的恢復效果滿意，有的患者在恢復過程中的電生理顯示與體征、癥狀不符；臨床工作中，能及時正確判斷神經損傷的性質和程度，對指導臨床治療極其重要；肱骨骨折內固定之際，必須仔細分離出橈神經並予以保護，其後整復骨折施行內固定；取出內固定物時，應先從遠近端解剖出正常的橈神經，再逐漸暴露被瘢痕組織黏連的橈神經段，保護好橈神經，其後取出內固定物。
  4. Then, author introduces geometric nonlinear analysis theory, geometric nonlinear calculation theory during construction period, load position of live load considering geometric nonlinear and calculation theory of worst - case value, static time history theory for vehicle running, geometric nonlinear analysis theory of natural vibration and structural dynamic reaction and so on. all of these theories fit any appointed structure with corresponding programs. so a series of completed analysis approaches that cover all geometric nonlinear factors of bridge structure are formed

    其次，介紹了對任意指定結構的幾何非線性分析原理、施工階段幾何非線性計算原理、考慮幾何非線性的活載加載位置與最不利值的計算原理、車隊行駛靜力時程分析原理、非線性結構的自振特性和結構動力反應分析原理等，其中包含了相應的計算程序模塊的編制方法，形成了一整套考慮橋梁結構所有幾第日頁西南交通大學博士研究生學位論文何非線性因素的橋梁結構分析方法。
  5. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上，本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序，並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段，這對指導施有積極、現實意義；提出了綜合運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化情況，指出粘土地區也應考慮時間效應，並且進一步分析了基坑邊坡土體的塑性區形成和發展，找出邊坡最不利的區域，以確定地下室土體的挖掘的方式和順序，指出憑主觀臆斷與經驗來施工是不可取的；在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同，提出了節點處理技術；分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異，並探討了解決的方法；本文還提出了環境振動對土體邊坡穩定產生影響的觀點，並分析了在環境振動影響下，土體的應力狀態及土休失穩破壞概率，並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝土墻受力狀態，指出了被監測墻體的最大應力、應變位置。
  6. We have also stepped up the enforcement of the standard employment contract, especially against the alleged underpayment of wages, and have taken steps to promote the service of local domestic helpers through the provision of an incentive allowance as outlined in paragraph 1. 5 above

    我們亦已加強執行標準雇傭合約的規定，特別是針對指稱僱主短付工資的個案；同時，我們已採取如上文第1 . 5段所述的措施，透過向本地家務助理發放獎勵津貼來推廣他們的服務。
  7. 15 " time for completion " means the time for completing the execution of and passing the tests on completion of the works or any section or part thereof as stated in the contract calculated from the commencement date

    15竣工時間是指合同規定從工程開工日期算起到工程或其任何部分或區段施工結束並且通過竣工檢驗的時間。
  8. The study solves engineering problem as follows : ( 1 ) the systematic study on the historical course of xigeda strata deposit and geologic environment includes strata, lithologic characters and constitution et in the liangshan and panzhihua region. the results show that the xichang - panzhihua express way is controlled by the anninghe fault and the xigeda fault, the earthquake frequently happen in the region of pass, the different sedimentation number is more great, they effect the road building, safety in operation and structure belong road ( 2 ) because in some place the xigeda strata is foundation and roadbed, the study on the basic properties of the xigeda strata include density, moisture content plastic and liquid limit graduation. the results show that the xigeda strata is deposition in lake, the main component is mudstone and sandstone, the fine particle is main, it has some viscosity, the moisture content of mudstone is different the it of sandstone, the other property are likeness. the xigeda strata has no dilatation on total, some claystone have low and medium dilatation ; ( 3 ) the study on the basic properties of xigeda filler include the composition of matter the biggest standard dry density, the optimum moisture content the results show that xigeda filler can use as road material, it is well grade filler and admixture filler on essence, its compaction index should change in different place because the property is controlled by mudstone and sandstone that change is great in different place ; ( 4 ) the study on the xigeda filler craft used as express way roadbed, includes suitable thickness, compaction numbers and methods and equipment choice et

    公路沿線廣泛分佈有昔格達地層，昔格達地層能否用作高速公路路基填料，國內沒有先例，本論文就是結合導師的科研項目，在非典期間，現場長達5個月的工作，完成了從試驗、現場施工工藝到路堤分層沉降監測等工作，是面對生產實際，認識昔格達地層的性質和其作為地基、路基和填料應用中面臨的問題進行的研究。主要的研究內容有：對攀西地區地層巖性、構造等地質環境和昔格達地層的沉積歷史過程作了系統的分析，研究表明西攀高速公路主要受安寧河斷裂和昔格達斷裂影響，通過地區地震活動頻繁，差異沉降較大，對公路建設、安全運行和沿線構築物設計有較大影響；由於昔格達地層在有些路段作為地基、有些作為路基，對其基本性質進行了研究：包括天然密度、含水量、塑液限、顆粒級配等指標的試驗研究。研究成果表明：昔格達地層為湖相沉積，主要為砂巖和泥巖，它以細粒組為主，同時粘粒的存在，使其具有一定粘性。
  9. The word " work " means the engineering, design ( including, but not limited to, primary design, extended preliminary design and preparation of detailed design and construction drawings ), construction ( including, but not limited to, early work, site setting out, earth back filling works, sub - structure works, civil works, above - ground works, installation and testing ) and construction management services to be performed by the development manager and subcontractors pursuant to the provisions of this contract and a written authorization, and as modified from time to time in accordance with the provisions of this contract, and includes all designs, drawings, plans, means, methods, techniques, sequences and procedures and, unless expressed to the contrary in this contract, all materials, tools, utilities, labor, equipment services, licenses, permits, tests, warranties, guarantees, transportation and other items and facilities of every kind necessary for the complete performance of this contract

    「工程」一詞應指由開發管理人和分包商根據本合同的規定和書面授權書執行的工程、設計（包括但不限於初步設計、擴初設計以及深化設計圖和施工圖的準備） 、施工（包括但不限於前期工作、現場布局、回填土工程、次結構工程、市政工程、地上工程、安裝和測試）及施工管理服務，該等服務可根據本合同的規定被不時修訂，並包括所有的設計、圖紙、計劃、手段、方法、技術、工序和程序以及，除非合同中有相反規定，所有的材料工具、設施、工人、設備服務、執照、許可證、測試、保證、擔保、交通以及其他為圓滿執行本合同所需要的各種物品和設施。
  10. At the meantime, the rock mass may alternate between loading and unloading and it exists in certain kind of liquid, such as surface water, unconfined water, confined water etc for its intrinsic crannies. the practical rock mass concerned project must solve the key stability pr oblem after the understanding of the complicated mechanical characteristic and the deformation trends to guide the following project design and construction for the demand of security, economy, feasibility and validity. however, the intrinsic nonlinearness and complexity of the engineering rock mass become the main difficulty to predict the stability and deformation, the corresponding structure design must ensure enough safety with all the determinate or random force combination, so a model without the geometry distortion and constitutive equation warp is necessary to be built for the quantificational analysis of practical structure ' s stress, for the simulation of the real process and for the determinate evaluation system and optimization

    由於實際工程巖體其固有的非線性和復雜性，使得求解對應的諸如其穩定性、變形等問題面臨較大的困難，而有關的工程結構的設計必須保證該結構在外來因素的作用下具有足夠的安全度、經濟性和合理性，這必然要求對巖體及其工程結構的受力與變形有一套量化評判體系和優化技術，抓住實際工程問題的本質特徵並建立可行的符合幾何模擬、本構模擬、受力模擬、過程模擬四原則的求解模型，通過該模型的數值模擬成果來指導巖體工程的設計、施工及運營、管理；而巖體結構面的存在使得基於傳統連續介質力學理論的理論分析和數值模擬面臨巨大的挑戰，物理模擬的試驗周期和成本也大大增加，而巖土體工程問題則成為典型的數據有限、了解程度有限類問題，這類問題的解決需要綜合應用理論分析、經驗判斷、物理模擬和數值模擬等方法，數值模擬可以完成目前許多技術手段無法完成的實驗，如參數控制，復雜條件下的邊界條件的處理，同時數值模擬具有高可重復性，且數值模擬的成本和人力開銷等遠低於物理模擬，因此研究巖土體工程問題的流形元數值模擬方法是一項具有理論和實際工程應用價值的重要課題。
  11. Then we also study the effect of string on the dynamical characteristic under the symmetric load and not under the symmetric load as the prestressing is the key making beam string structure the balanceatie system, having large rigidity and embodying the superiority of dynamical characteristic of this structure, this paper studies and conceives how to deteimine the number of the prestressing in each stage of construction and through comparing between the plan of onetime and repeated pulling construction choose the suitable pulling construction plan

    並且本文還研究了在對稱荷載和不對稱荷載兩種工況下，結構的受力性能隨豎向撐桿數目、結構垂跨比以及下弦索預應力等參數改變時的變化情況，總結出該結構受力方面的特徵，為實際工程設計提供依據。鑒于預應力是使張弦梁結構形成自平衡體系、具備較大剛度和體現結構性能優勢的關鍵，本文研究和探討了結構施工各階段該預應力大小的確定方法，通過一次張拉與二次張拉方案各項指標的比較，選擇適當的預應力張拉施工方案。
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