防震設計 的英文怎麼說

中文拼音 [fángzhènshèjì]
防震設計 英文
antiseismic design
  • 防 : Ⅰ動詞（防鷥） provide against; defend against; guard against Ⅱ名詞1 （防守; 防禦） defence 2 （堤...
  • 震 : Ⅰ動詞1 （震動） quake; shake; shock; vibrate 2 （情緒過分激動） be greatly excited; be deeply ast...
  • 設 : Ⅰ動詞1 （設立; 布置） set up; establish; found 2 （籌劃） work out : 設計陷害 plot a frame up; fr...
  • 計 : Ⅰ動詞1 （計算） count; compute; calculate; number 2 （設想; 打算） plan; plot Ⅱ名詞1 （測量或計算...
  • 防震 : 1. （採取措施, 預防地震） take precautions against earthquakes 2. （防震動） shockproof; quakeproof
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. Article 19 all construction projects shall be designed in compliance with the requirements for fortification against earthquakes and in conformity with the standard aseismatic design and shall be constructed in accordance with the design

    第十九條建設工程必須按照抗震設防要求和抗震設計規范進行抗震設計，並按照抗震設計進行施工。
  2. The evaluation of sand liquefaction is the most important content of engineering reconnaissance and the aseismatic design. so evaluating the sand liquefaction objectively and exactly is the precondition of taking preventive measures on areas where liquefaction easily occurs. it also relates closely to the safety and economic benefits of the projects

    地震砂土液化評判是工程勘察和抗震設計的一項首要內容，故客觀、準確地評價砂土液化，是對有可能發生液化的區域或地段進行有針對性的預防處理的前提，是關繫到工程建築的安全使用和工程建設的經濟效益的重要問題。
  3. Design specifications of shock vibration isolation of civil air defence works

    人民防空工程隔震設計規范
  4. Because of its many advantages, the tapered portal frame is getting more and more application. ( ( technology code of light steel structure of portal frame ) ) ( cecs 102 : 2002 ), our country enacted, does n ' t define conditions that tapered portal frame needs anti - earthquak - e design. but mentions in illustration of rules : when earthquake fortification intensity is 7 degree, the portal frame does n ' t need anti - earthquake checking generally ; but for 8 degree and above, horizontal just with lengthways frames both need anti - earthquake checking

    楔形變截面門式剛架山于其諸多的優點得到越來越廣泛的應用，我國頒布的協會標準《門式剛架輕型房屋鋼結構技術規程》 （ cecs102 2002 ）中沒有對變截面門式剛架需要進行抗震設計的情況進行具體規定，但在後面的條文說明中提到： 「當抗震設防烈度為7度時，一般不需做抗震驗算；當為8度及以上時，橫向剛架和縱向框架均需做抗震驗算。 」
  5. Abstract : based on the results obtained from seismic safety evaluation of 128 engineerng sites in china, statistics and analysis of relevant intensities with differient probability levels and peak acceleration are made to provide parameters of probability levels of earthquake resistance in the seismic design code

    文摘:以全國范圍內128項工程場地地震安全性評價結果為基礎，對不同概率水平相應的地震烈度和加速度峰值進行統計分析，為合理確定抗震設計規范中設防地震的概率水平提供了依據。
  6. The rudiment rules of the factors on the subway residual deformation are found and a empirical formula for the subway residual deformation is given, which can consider the unit weight of the subway tunael, the intension of earthquake. all of these sophisticate the theory of the design of subway tunnel

    發現了它們對震后殘余變形影響的初步規律，並給出了一個能考慮隧道埋深和地震設防烈度的地鐵隧道震后殘余位移經驗公式，為完善地鐵抗震設計理論提供了依據。
  7. As the first and chief component to anti - earthquake in the shear wall structure designing, the coupling wall - beam, which is designed well or not, affects the anti - earthquake performance of a building

    摘要連梁作為剪力墻結構抗震設計中的第一道防線和主要耗能構件，其設計的合理與否直接影響到建築物抗震性能的好壞。
  8. Century building, as the designated exhibition platform for building materials and housing technologies by the center for housing industrialization promoting of the ministry of construction p. r. china, is located in the china architectural culture center

    世紀宅展示了當今歐美發達國家集成住宅具備的保溫隔音防腐防潮防火防蟻抗震防風設計靈活的2
  9. This paper introduces the development and present situation of vibration absorb technology in the world ; generally analysis the rubber - bearing ( rb ) and lrb " s operative mechanism, function and the calculation of parameter ; advance the concept of standardization to lrb ; on the basis of generally analyzing the connected factor such as the site category, the diameter of lead bar, the height of bearing, the designing carrying capacity, the span of bridge, the inherent period and the displacement of rb, determine the parameter, the absorbing vibration target, the method and the process of standardization to lrb ; then according to the two - step rule of resisting and defending earthquake, and combining with the response spectrum theory in the seismic vibration of bridge, make a lot of calculation and analysis of vibration absorb design to the real bridge collected and combined by finite element program ; at last, gives the result of standardization through diagram and explains to its usage

    本論文介紹了國內外減震技術的發展和現狀；綜合分析了普通板式橡膠支座和鉛銷橡膠支座的工作機理、性能及參數的計算；提出了鉛銷橡膠支座標準化的概念；在綜合分析場地土、鉛銷直徑、支座高度、設計承載力、橋梁跨徑、固有周期以及支座變位等影響因素的基礎上，確定了鉛銷橡膠支座標準化的參數、減震目標、方法和過程；並根據抗震設防兩階段原則，結合橋梁地震振動理論的反應譜法，運用有限元程序對收集和組合的實橋進行了大量減震設計的計算和分析；最後以圖表的形式給出了鉛銷橡膠支座標準化的結果，並說明了其使用方法。
  10. Thirdly. based on the analysis of the engineering geology, hydrogeology and the dynamic peculiarity of the site soil, and the analysis and caculation of the seismic reaction, it gains the anti - seismic design coefficient and divided the city area into three seperate defence zones. marked a, b, c. finally, it makes a researsh of the seismic effect of the site of the city and makes the suggestions of the land utilizing. dividing the city land into 4 sub - zones

    第三在分析研究萊蕪工程地質、水文地質及場地土動力特徵的基礎上對萊蕪市場地地震反應進行了分析計算，得出萊蕪市抗震設計地震參數，並分為a 、 b 、 c三個設防區。最後對場地地震破壞效應進行了研究，對萊蕪市土地利用進行了分區，並提出了合理利用土地建議。
  11. Stylish and anti - shock design

    時髦的外觀加防震設計。
  12. This not only makes the theory of pile vibration more perfect, but also provides a totally new theoretical support for pile foundation seismic design and pile dynamic testing

    這不僅使樁基振動理論更為完善，也為樁基抗震、防震設計以及樁基動測提供了全新的理論支持。
  13. According to the theory of optimum aseismic design based on optimal fortification intensity, combining with present code for seismic design of buildings, making use of the method of two - stage minimum - cost design with given seismic intensity, the actual computation of optimal design for aseismic high rising frame structures can be gained

    利用考慮最優設防烈度的抗震優化設計理論，與現行抗震設計規范相結合，通過給定地震烈度下二階段最小造價設計方法，對高層框架結構的優化設計進行實例計算。
  14. The results are of important theoretical and practical significance for deeply understanding the characteristic of ground micro - tremor, and developing the project application of ground micro - tremor, and antiseismic design, shock isolation, and selecting the infrastructure and buried depth of high buildings foundation in coastal area of fujian

    研究結果有助於深入認識地脈動特性，對推動地脈動的工程應用、對目前蓬勃發展的福建沿海地區高層建築物抗震設防、隔震設計和有選擇地選用基礎結構及埋深具有重要的理論及實際意義。
  15. Today, the criterions for anti - seismic design are very simple. in order to solve the problems in anti - seismic design, the research is carried out the work that has been done include the following aspects : ( 1 ) based on the deep analysis of the basic discipline of friction - reinforced theory and pseudo - cohesion concept, failure modals that can be existed in the reinforced earth retaining wall and their prevention measure and calculational methods are analysed and summarized

    本文主要針對加筋土擋墻抗震設計中存在的問題展開研究，主要研究內容和取得的成果如下: （ 1 ）利用摩擦加筋原理和準粘聚力理論對加筋土的基本原理進行了深入分析，對加筋土擋墻可能存在的各種破壞模式及其防治措施、計算方法等作了深入分析和總結。
  16. This paper firstly compares the provisions about torsion effect and anti - torsion design in several codes ( the old and new chinese code for seismic, and some other countries " codes ). then, according to the code for seismic design of buildings ( gb50011 - 2001 ) and the code for concrete structure design ( gb50010 - 2002 ), the paper designs two multi - storied irregular concrete spatial frames, which respectively situated at the area of fortification intensity 8 and 9. subsequently, using the program based on the column - beam element of fiber model, input several ground motion records, which are selected according to the demand of code, to carry the structures " three - dimensional nonlinear analysis in two perpendicular directions at the same time

    本文對比了我國新、舊建築抗震設計規范（ gb50011 - 2001 、 gbj11 89 ）以及國外設計規范（或指南）中關于結構扭轉效應與抗扭設計的相關規定；按照新建築抗震設計規范和混凝土結構設計規范（ gb50010 2002 ） ，設計了設防烈度分別為8度和9度的兩個多層鋼筋混凝土不規則空間框架結構，利用纖維模型樑柱單元的三維非線性動力分析程序，根據新抗震設計規范的要求，在設防地震作用和罕遇地震作用水準下選擇適當的地震波作為輸入，對結構進行了雙向地震作用下的三維非線性動力反應分析。
  17. During the last few years, the buried structures have been widely used in water power engineering, transportation engineering, urban construction, military and people ' s air defense project, the aseismic design and performance evaluation of buried structures have become a more and more important subject to engineers

    近些年來，地下結構在水利水電、交通運輸、市政建設、軍事和人防工程中得到了廣泛的應用。隨著地下結構建設規模的不斷擴大，地下結構的抗震設計及其安全性評價越來越成為工程界所關心的重要課題。
  18. The research in this paper offers a theoretical foundation for city antidetonation and anti - seismic design

    本研究為萊蕪市抗震防災和抗震設計提供了科學依據。
  19. Furthermore, the results of pushover analysis indicate that the simplified column - beam model is validity. correlational three - lever seismic performance objectives, a case study applied direct dbsd method for a ten - storey r. c

    結合我國三水準抗震設防原則，採用直接基於位移的抗震設計方法對一幢10層框架-剪力墻結構進行了分析。
  20. According to the fact of seismic design of our country, a practical displacement - based seismic design method is put forward. the seismic performance level is divided into three : serviceability, life - safety, and collapse protection, hi order to control the performance level of the structure, the three levels are quantified with story drift angles

    為了與我國建築抗震設計規范的設防目標相協調，並便於在設計計算中予以控制，本文將建築結構的功能劃分為三個水平，即使用良好、人身安全和防止倒塌，並採用層間位移角限值來量化框架結構的功能水平。
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