設計地震 的英文怎麼說

中文拼音 [shèjìdezhèn]
設計地震 英文
design earthquake
  • 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...
  • 震 : Ⅰ動詞1 （震動） quake; shake; shock; vibrate 2 （情緒過分激動） be greatly excited; be deeply ast...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. National standard ? 《 standard for classification of seismic protection of buildings 》 ( gb50223 - 95 ) adopts the method of upgrading the seismic - measures to upgrade category structure ' s earthquake - resistance level. it is different from some foreign codes ( such as us 、 new zealand ) which adopt the method of upgrading the earthquake - design - level. the main topic of this dissertation is to study which method is more effective

    國家標準《建築抗震設防分類標準》 （ gb50223 - 95 ）中對乙類建築採用的是通過提高抗震措施等級來提高其設防水準的方法，這與國外（如美國、紐西蘭、歐共體等）對重要建築所採用的提高設計地震力的方法有概念上的差異。
  2. It begins with designing two representative reinforced concrete public frames according to new codes in this paper, and carries out nonlinear dynamic analysis by inputting ground motions at the intensity of intermediate earthquake and rare earthquake actions. the slab - bars effect on yield strength of beams is involved in analysis

    本文嚴格按照新規范設計了設防烈度分別為7度半、 8度半的兩個民用建築鋼筋混凝土典型框架，然後分別對其進行了設防地震作用和罕遇地震作用下的非線性動力反應分析，並在分析中考慮了板筋作用對梁端屈服彎矩的影響。
  3. 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。
  4. Analyzing predominate period of ground motion. using the standard design response spectrum in code for seismic design of buildings, one can estimate the seismic response according the site classification. this approach only uses to estimate the effect of the first order mode

    一般建築結構按現行《建築抗震設計規范》中規定的場地類別套用規范標準設計反應譜確定設計地震動反應譜，這一方法只能初略地考慮場地第一振型的影響效應（嚴格地講，基底開放性土體不存ws在振型效應） 。
  5. This paper relates to some problems about the determination of design ground motion parameters, which include the choice of the attenuation relationship of rock horizontal acceleration response spectrum, the impact of focal depth to rock peak horizontal acceleration and rock response spectrum curves, the choice of intensity envelops function and random input phase, the choice of soil nonlinearity and shear wave velocity, scale of design ground motion response spectrum etc. in the researches of relative aspect, based on a typical section plane of the engineering site, influence of the change of some parameters on design ground motion parameters and the existing errors and corresponding rules are studied by using the method of one dimension model of equivalent linearization

    摘要研究了確定設計地震動參數中涉及的若干問題，其中包括基巖水平加速度反應譜衰減關系的選擇、震源深度對基巖水平加速度峰值及基巖反應譜曲線的影響、強度包絡線函數及輸入隨機相位的選擇、土體非線性特性參數和土層剪切波速值的選擇、設計地震動反應譜的標定等問題。
  6. But in fact their design response spectrum could be very different so that the parameters of ground motion for building design could be improper

    實際上，兩者可以相差很多，由此確定的設計地震動參數勢必不盡合理。
  7. Study of seismic effects and seismic dynamic parameters of a large pumped storage power station site

    大型抽水蓄能電站場地地震動效應及設計地震動參數研究
  8. A model used pga, pgv and pgd for calibrating seismic response spectrum was introduced

    介紹了用地面峰值加速度（ pga ） 、峰值速度（ pgv ）和峰值位移（ pgd ）三個參數標定設計地震反應譜的模型。
  9. Factually there is no assurance for ductility in this coefficient. furthermore, the seismic force is comparatively lower in design than in fact. both of them necessarily increase the seismic risk

    實際規范中並沒有延性構造保證，加之我國當前設計地震作用相對偏低，更增加了地震破壞的危險性。
  10. After considering the influences of the tensility performance and ratio of damping on the earthquake action of steel structure, the reference formula to design the earthquake force based on the is given

    在考慮了鋼結構的延性性能、阻尼比等因素對結構地震作用的影響之後，給出了採用概率延性調整系數的設計地震力的參考公式。
  11. In this paper, base on the synthetic analysis of the earthquake hazard of laiwu city, the anti - seismic fortification standards ( the design intensity and the seismic design dynamic coefficient ) in diferent areas of the city are given

    本文在綜合分析萊蕪市地震危險性的基礎上，對萊蕪市萊城區抗震設防標準（設防烈度及設計地震動參數）進行了研究。
  12. So, we can draw some conclusions as follows : the method of upgrading the seismic - measures which is adopted by gb50223 - 95 is effective and is more effective than the method of upgrading the earthquake - design - level for those category frames of which seismic - measures are needed to be upgraded from grade 2 to grade 1. but for those category frames of which seismic - measures are not upgraded from grade 2 to grade 1 ( e. g. those frame of which seismic - measures are needed to be upgraded from grade 3 to grade 2 or from grade 4 to grade 3 ), whether the method of upgrading seismic - measure is more effective than the method of upgrading earthquake - design - level needs further research

    因而可以有如下結論， gb50223 - 95對乙類建築所採用的提高抗震措施等級的設計思路是有效的，並且，對于抗震措施需從二級提高到一級的乙類建築，該方法比提高設計地震力的方法更為有效；但對于抗震措施不是從二級提高到一級（如從三級提高到二級、或從四級提高到三級）的乙類建築，提高抗震措施等級的方法是否一定比提高設計地震力的方法更有效尚需作進一步探討。
  13. 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。
  14. The three frames are category frame without upgrading seismic - measures and earthquake - design - level, category frame of higher seismic - measures and category frame of higher earthquake - design - level. then, the author carries out nonlinear dynamic analysis on three frames under intermediate earthquake action and rare earthquake action. the results show as follows : ( a ) the performance of the two category frames of higher seismic - measures or higher earthquake - design - level are much better than that of category frame ; ( b ) the earthquake - design - level of higher earthquake - design - level category frame is upgraded by 50 percent, which is a high limit that is adopted by foreign codes

    結果表明：按照提高抗震措施等級設計的乙類建築框架和按照提高地震力設計的乙類建築框架在地震作用下的反應都明顯好於僅按丙類建築進行抗震設防的框架；提高設計地震力的乙類建築框架的設計地震力提高幅度為50 % ，與國外重要建築地震力提高幅度相比已經是一個上限水準，但分析結果仍然顯示，這樣設計出來的乙類建築框架，無論是在中震還是在大震作用下，其表現出來的抗震性能都不及提高抗震措施等級的乙類建築框架。
  15. Chinese seismic design code has adopted the popular seismic design concept in the world, that is, using reasonable combination of " seismic design force - ductility grade " and the concept of " capacity design " to set up an ideal energy - dissipation mechanism behaving inelastic dynamic response characters to resist given seismic intensity

    中國建築抗震設計規范采納了當今世界各國主流的抗震設計思想，即以合理的「設計地震力- -延性等級」的組合和「能力設計（ capacitydesign ） 」的思路來構架具有合理的非線性地震響應特徵的耗能機構抵禦預定水準的地震作用。
  16. Using the new numerical model for reinforced joint with consideration of the bond and slip between reinforcing bars and surrounding dam concrete, the 3d fem nonlinear analysis for 292m high xiaowan arch dan under design load working conditions of earthquake was conducted, and the effects of different kinds of reinforcement on stress, slip and transverse joint openings were studied

    摘要利用考慮橫縫及跨橫縫鋼筋滑移的拱壩動力非線性模型，對設計地震荷載工況下的小灣拱壩進行了三維動力非線性有限元分析，研究了不同配筋率分佈對跨縫鋼筋的應力、滑移量及其控制橫縫變形的影響。
  17. 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。
  18. Considering the regional geological / geophysical background, we simulated the scenario earthquake with an associated ground motions in the area ranging from 39. 3 n to 41. 1 n in latitude and from 115. 35 e to 117. 55 e in longitude

    通過考察該地區的地質與地球物理區域背景，利用計算機數值模擬的方法，對北緯39 . 3 ~ 41 . 1 、東經115 . 35 ~ 117 . 55所圍限的北京范圍進行了設定地震的模擬模擬，併合成了強地面運動。
  19. Eurocode 8. design of structures for earthquake resistance - foundations, retaining structures and geotechnical aspects

    歐洲法規8 .抗震結構設計.地基擋土結構和土工特性
  20. As to the irregular structure, only the first step of design is really performed according to the chinese code for seismic, and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally

    對于不規則結構，我國目前事實上只能做到一階段設計，我國現行規范中有關抗扭設計的方法在設防地震和罕遇地震作用下的效果到底如何，有待通過三維非線性地震反應模擬給出一些定量的分析。
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