自身固有應力 的英文怎麼說

中文拼音 [zìshēngùyǒuyīnglì]
自身固有應力 英文
built-in stress
  • 自 : Ⅰ代詞（自己） self; oneself; one s own Ⅱ副詞（自然;當然） certainly; of course; naturally; willin...
  • 身 : Ⅰ名詞1 （身體） body 2 （生命） life 3 （自己; 本身） oneself; personally 4 （人的品格和修養） on...
  • 固 : Ⅰ形容詞（結實; 牢固; 堅硬） firm; hard; solid Ⅱ副詞1 （堅決地; 堅定地） firmly; resolutely 2 [書...
  • 有 : 有副詞[書面語] （表示整數之外再加零數）: 30 有 5 thirty-five; 10 有 5年 fifteen years
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  • 自身 : oneself; self
  1. So this base isolation technique has profound prospects. unfortunately there exist definite difficulties in the calculation because of the nonlinear of the base friction force. now, both the equivalent damping method and the numerical calculatin of the vibration response of the base - isolated buildings are frequently used in the calculation of the seismic response of the base - isolated building. however both of them have certain drawbacks. in this paper, the response of the building with base - isolation system is derived by the method of fourier expansion for the friction force and the earthquake response. at the same time, the sliding vibration character of inertia of a single mass structure and the sliding vibration response of a muti - mass structure are discussed. the stable condition of the sliding base isolation system of a structure is given. in the end, two circes of base fixation and base sliding are analyzed by adopting ansys

    本文利用對摩擦力和地震響應進行付氏級數展開的方法導出了基底具有摩擦隔震系統的地震反應。同時，文中從研究單質點結構的滑動振動慣性力入手，進而對多質點結構體系滑動振動反應進行探討，分別給出了結構滑動隔震的自身穩定條件。最後，本文利用ansys對基礎固定和基礎滑移隔震兩種工況進行了動力模擬模擬分析，進一步證實了基礎滑移隔規律。
  2. Based on the theory of five competition functions created by porter, in conjunction with the nuclear competition theory, the rbv theory and the novation theory, this article makes a detailed analysis of the external economic environment, the trade structure of life assurance, the rival ' s situation as well as its own competence. and the development characteristics of hunan life assurance market and the superiorities as well as inferiorities of the company are discussed. after that, in accordance with the market competition degree, the article makes a subdivision of the life assurance market and confirms the competition rank of the company in the whole provincial life assurance market

    論文以波特五種競爭作用力理論為基礎，結合核心能力理論、資源流派理論及創新理論的綜合運用，對中國人壽湖南公司的外部經濟運行環境、所在的壽險行業結構、競爭對手的實力情況和自身的競爭能力進行了詳細的分析，找出了湖南省壽險市場的發展特徵和公司的競爭優劣勢所在，隨后根據市場的競爭程度對公司所進入的壽險市場進行了市場細分，並根據位次競爭戰略理論確定了公司在省內壽險市場上的競爭地位，在上述分析基礎上，本文採用swot分析方法來為公司擬定了整體的市場競爭戰略，並根據公司的競爭地位相應制定了其在各細分市場上應採取的戰略措施，我們相信通過實施這些戰略措施將有助於增強公司的競爭實力，從而能使其在將來的市場競爭中進一步鞏固和保持優勢競爭地位。
  3. Effects of diverse environmental factors on the growth rate ( od4oo ) and nitrogenase activity ( ara ) of the strain w12 hi nitrogen - free culture were investigated in our experiments. the results implied that the strain w12 could easily adapt to different cultural conditions : it could use various carbon sources ( especially glucose, sucrose, malic acid, mannitol ), propagate quickly and fix nitrogen at a temperature range of 15 ? to 40 ? and at 25 - 35 ? for optimum, at a ph range of 4 to 8. 5, at a saline concentration range of 0. 01 % to 1. 5 % ; low nlv " concentration had little effect on its nitrogenase activity. ara could also be detected when it grow in the culture media with 5mmol / l ntv "

    W12菌株對環境因子的適應性研究：無氮培養條件下，測定溫度、碳源、酸堿度、滲透壓對w12生長及固氮能力的影響，結果表明，在15 - 40下均能生長並表達固氮酶活性，其最適生長及固氮的溫度為25 - 35 ；能利用葡萄糖、蔗糖、蘋果酸、甘露醇等多種碳源生長並固氮，當培養基中同時存在蔗糖和蘋果酸時，細菌生長和固氮活性最強；在偏酸和偏堿的條件下（ ph4 . 5 - 8 . 5 ）均能保持較強的生長勢和較高的固氮酶活性，並能通過調節自身代謝平衡並適應環境的酸、堿性變化，使培養液趨于中性：能耐受較高的滲透壓，培養液中卜、 5 naci濃度對其生長和固氮酶活性影響不大，當naci濃度升至2時，菌株的生長勢及固氮酶活性才有所下降：低濃度的鉸對其固氮酶活性影響不大，在0
  4. However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum

    但另一方面，隨著我國水利、交通、通訊等基礎設施建設力度的加大，邊坡、大壩、橋梁、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建設工程將對巖土錨固提出一些新的和更高的要求：如要求進一步調用巖土體的自身強度，錨桿應具有足夠的耐久性，錨桿的使用應不影響周邊地層的開發等。
  5. So, this paper that is based on the their own characteristics and their status, discusses the salary system ’ status and problems of the middle and small - scale iron and steel enterprise, and point out some new creative thoughts according to the compensation rules of the shuicheng iron & steel group company and nanjing iron & steel united co., ltd. in the principle which retaining and motivating the key staff is mainly and recruiting the employees from the external is supply, we should do seriously the job analyze and post appraisal, and adopt the market pay level which is the hybrid policy. in the additions, in the guidance of the hierarchy of the need theory, takes the deference measures to design the compensation structure according to the executive 、 the middle and low level manager 、 technicians and operative employee doing the contributions to the enterprise, adjusts the ratios of fixed wages and variable wages, uses the annual salary system for the executive, implementing the dual ladders to the managers and the technicians

    為此，本篇論文主要是根據中小鋼鐵企業的自身特點，論述了中小鋼鐵企業的薪酬體系的現狀和存在的不足，並結合水城鋼鐵（集團）公司和南京鋼鐵聯合有限公司兩家鋼鐵企業的薪酬制度，提出了相應的創新思路，即在以留住、激勵關鍵人才為主，以外部招聘員工為輔的思想指導下，認真做好工作分析、崗位評價工作，採取混合政策的市場薪酬水平，同時，在需求層次理論的指導下，根據經營管理人員、一般管理人員、技術人員及操作人員對企業的貢獻不同採取了不同的薪酬結構設計，調整了特殊人群的固定工資和浮動工資的比例，對經營管理人員實行年薪制，對技術人員和管理人員實行「雙梯制」的職業發展通道，從而確保了薪酬制度的公平性、經濟性、激勵性，不同程度地鼓勵了企業特殊人才的工作積極性和主動性，優化了企業的制度，提高了企業的核心競爭力。
  6. The device, the bone anchored hearing aid ( baha ), has been successfully used since 1996, to assist patients with hearing disabilities arising from other causes at the prince of wales hospital. this is the first time that the baha has been used to offer improved results to patients with this particular cancer, which is well - known for its high prevalence in southern china

    威爾斯親王醫院自1996年便開始用骨固定式助聽器來幫助其他有聽力障礙的病人。此乃首次將骨固定式助聽器應用在鼻咽癌患者身上，改善他們的聽力。鼻咽癌是南中國一帶常見的疾病。
  7. As the largest fixed line operator in beijing, beijing communications corporation should try to forge partnership with other companies and support them by leveraging the resource advantages in the telecom infrastructure. on the other hand, as an incumbent operator, beijing telecom should also play an active role in fostering the value - added system to achieve common development by creating a wider scope for beijing s local telecom services

    作為北京地區最大的固定通信公司，北京通信應致力於發展與其他通信公司的合作關系，利用自身在基礎通信設施方面的資源優勢，為其他通信公司提供強有力的支持；同時，積極發揮主導運營商的積極作用，促進增值業務體系的建設，為北京本地的通信業務創造更廣闊的發展空間，最終實現共同合作發展。
  8. Secondly, analysis of effect of improvement and different improvement schemes on characteristics of self - vibration, ground motion and ground seismic resistant of foundation is made. furthermore, characteristics of self - vibration and seismic reaction of different natural ground and improved ground with the same improvement schemes and characteristics of seismic reaction of the same natural and improved ground under different seismic wave are also analyzed

    採用所建立的動力有限元模型，分析比較了加固以及不同加固方案對地基自振特性、地面運動特性和地基自身抗震性能的影響；採用同一種加固方案但地基土層條件不同的地基加固前後自振特性及地震響應的差異以及同一復合地基在不同地震波作用下加固前後的地震響應的變化。
  9. This paper is concerned with the evaluation of the seismic resistant dynamical characteristics of composite foundation. the dynamical finite element numerical analysis is performed for this purpose. comprehensive analysis has been made to research characteristics of ground motion and ground seismic resistant of composite foundation to promote its application in seismic area

    本文通過動力有限元數值分析對復合地基的抗震特性進行了評價，較全面地分析了地震作用下復合地基的地面運動特性和地基自身的抗震特性，旨在推進復合地基這一地基加固形式在地震區的推廣應用。
  10. 1. on the bases of some basic suppositions, terzaghi ' s one dimensional consolidation and principles of layered summation method, the paper draw the formula which can calculate the embankment of layered filling and take the formula into programme ; 2. building the finite difference model of layered high - stack soil, carrying out numerical simulation of construction sequence, construction velocity, interface element of layer - stacked, the author get the numerical solution

    1利用一些基本假定，根據太沙基一維固結理論和分層總和法的基本原理，推導出來計算分層填築體自身沉降的公式，並編制了程序； 2建立了分層填築高填方路堤問題的有限差分模型，並對分層填築的施工順序、施工速度，界面單元進行了數值模擬，獲得了位移場和應力場的數值解。
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