新抗震設計法 的英文怎麼說

中文拼音 [xīnkàngzhènshèjìfǎ]
新抗震設計法 英文
new anti-seismic design code
  • 新 : Ⅰ形容詞1 （剛出現的或剛經驗到的） new; fresh; novel; up to date 2 （沒有用過的） unused; new 3 （...
  • 抗 : Ⅰ動詞1 （抵抗; 抵擋） resist; combat; fight 2 （拒絕; 抗拒） refuse; defy 3 （對等） contend with...
  • 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...
  • 法 : Ⅰ名詞1 （由國家制定或認可的行為規則的總稱） law 2 （方法; 方式） way; method; mode; means 3 （標...
  • 設計 : devise; project; plan; design; excogitation; layout; layout work; styling
  1. The pseudo excitation method ( pem ) has brocken its efficiency - bottleneck, and appears to be quite effective in coping with such multiple excitation random analyses. therefore introducing the random vibration approach into the bridge engineering as a tool of seismic designs not only meets the objective requirement and the modem technological development, a good methodology background is also available

    虛擬激勵演算法突破了計算效率瓶頸，並且易於處理多點激勵問題。因此，將隨機振動法作為一種新的橋梁抗震設計方法引入我國橋梁工程界不僅符合客觀需求，體現了設計水平的現代發展趨勢；而且在方法論上也有了比較有利的條件。
  2. Seismic design method of coupling beams with small aspect ratio was one of important problems catching notice at the newly revising structure design codes just completed, and it was discussed seriously at the harmonizing meeting of china code for seismic design of structures, china code for design of concrete structure and the code for design of reinforced concrete high - rise structure. however, because of the insufficiency of experimental research, unanimous opinions were not obtained

    在剛完成的我國新一輪結構設計規范修訂中，小跨高比連梁的抗震設計方法是被關注的重點問題之一，並在《建築抗震設計規范》 、 《混凝土結構設計規范》和《高層建築混凝土結構技術規程》的協調會上作過認真討論，但因試驗研究工作尚不夠充分，未能取得一致意見。
  3. Abstract : in this paper, recent research limitations of seismic control method of civil engineering structures are examined. and some new suggestion on developing passive damping seismic resistance related to the use of smafhc composite structures are proposed

    文摘:對目前土木工程結構抗震設計方法的局限性進行分析，並就發展smafhc復合材料結構的被動阻尼抗震體系提出一些新的建議和設想。
  4. In this paper, a new ductile rc coupled shear wall, namely rc coupled shear wall with concealed bracings, was put forward based on the study of shear wall with concealed bracings and inclined across steel bars in lintel beam. then the seismic design methods on shear wall with concealed bracings was given through the experimental study and theoretical analysis on seismic behavior and corresponding finite element analysis on elastic - plastic

    本文在帶暗支撐剪力墻及雙肢剪力墻連梁配交叉斜筋的研究基礎上，提出了一種新型延性雙肢剪力墻? ?帶暗支撐雙肢剪力墻，通過抗震性能試驗研究和理論分析，以及相應的彈塑性有限元計算，給出了帶暗支撐剪力墻的抗震設計方法。
  5. Based on new seismic code " code for seismic design of buildings " ( gb50011 - 2001 ), a method of selecting parameters and equivalent phase velocity of the earthquake wave for multidimensional analysis is suggested

    以最新發布的《建築抗震設計規范》 （ gb50011 ? 2001 ）為基礎，提出了地震動隨機模型參數的取值。此外，對考慮多點問題時地震波視波速的取值方法提出了建議。
  6. This dissertation introduces the latest test and the research findings of the frame structure utilized in the central workshop of firepower power plan by engineering design. this paper introduces the seismic analysis method of vertical frame, horizontal framed bent plate structure and space structure seismic analysis in framed bent structure system. this paper analyzes and researches the design plan of the framed bent structure in the central workshop of fangsheng power plant, selects the most safety, economic and proper structure form according to the result of the analysis and research, mainly analyzes the vibration mode of framed bent structure, period and the structure earthquake response by computer program calculating

    本文通過方盛電廠主廠房工程的設計，對火力電廠主廠房框排架結構最新的試驗及研究成果進行了介紹;對框排架結構體系中縱向框架抗震分析方法、橫向框排架平面結構及空間結構抗震分析方法進行了介紹;對方盛電廠主廠房框排架結構體系設計方案進行分析探討，並根據分析研究的結果，選擇最安全、經濟、適用的結構形式;通過計算機程序計算，著重分析框排架結構的振型、周期及結構的地震反應。
  7. In this paper, a new method of performance - based seismic design, energy analysis method is proposed firstly by taking into account the merit and fault of methods of aseismic design in current code and performance - based seismic design

    本文在分析現行規范抗震設計方法和基於性能的抗震設計方法優缺點的基礎上，提出了一種新的基於性能的抗震設計方法?能量分析法。
  8. Furthermore, comparing between the results calculated by the program and that of the test indicate that they are analogical. using the program, both the model structure and the prototype of the longitudinal frame - shear wall structure system of main factory building in a large thermal power plant are analyzed, from which we get the regular pattern of earthquake resistant behaviors of this kind of structure and propose the recommends for b oth s eismic d esign and c onstruction

    應用該程序，本文對某大型火電廠鋼筋混凝土結構主廠房縱向框架-剪力墻結構體系的試驗模型和原型結構進行了分析比較，得到了這類結構抗震性能的一般規律，提出了一些新的抗震設計理念與構造建議；同時結合研究成果，為我國現行《建築抗震設計規范》中基於承載力的抗震設計方法提出了一些修訂建議。
  9. This paper wants to provide the experimental data base and theoretical approach of this new type structural system and assess earthquake - resistant behavior and destroying characteristics of this new system

    本文的研究旨在為這種新型組合結構體系提供試驗依據、弄清整體結構的抗震性能和破壞機理、提出理論分析方法和設計原則。
  10. Augment structure intensity and strongness, the tradition way of building capability of increases resist shock. it gives civil engineering a new life - force

    近幾年土木工程提出的結構控制設計思想，改變了增大結構強度和剛度來增強建築物抗震能力傳統方法，給土木工程帶來了新的生命力。
  11. Structural failures in recent earthquakes have exposed the weakness of current design procedures and shown the need for new concepts and methodologies for the seismic performance evaluation of structures

    許多結構在地震作用下的破壞已經暴露出現行抗震設計規范的不足，要想對結構的抗震性能做出一個比較準確的了解就需要新的觀念和新的方法。
  12. In the end, the paper sums up the calculation results, and reviews the whole performance of this type of structures under earthquake actions. except that, it reviews the structures " security about the translation - and - torsion coupling response under the fortification and rare seismic actions, and gives a primary evaluation ; it also discusses some characters of the structures " three - dimensional nonlinear response of torsion under earthquakes

    通過對分析結果的歸納整理，考察了按照新規范設計的這一類不規則框架結構的總體抗震性能；驗證了結構各自在中震和大震作用下抗扭設計方法和措施的安全性，對結構在平?扭耦聯振動下能否達到「中震可修」 、 「大震不倒」的抗震設防目標進行了初步評價；同時也對這一類不規則鋼筋混凝土框架結構在地震作用下的三維非線性動力扭轉反應規律作了初步的探討。
  13. Based on experimental research and theoretical analysis, investigations on the new type of joint are made systematically, the main contents and results include the following items. 1 four specimens of new joints between cfrt columns and steel beams are designed. by low - cyclic reversed load test, skeleton curves of new joints and shearing deformation in joint core area are studied, the influence of parameters, such as concrete cores, length of stiffener, and relative dimensions of column and beam, is discussed

    本文在分析現有節點方案特點的基礎上，提出了角鋼加勁式節點方案，並採用試驗和理論分析相結合的方法，對這種新型節點進行了系統研究，主要研究內容與成果如下： （一）設計了4個新型方鋼管混凝土柱?鋼梁節點的試件，通過對新型節點的低周反復荷載試驗，研究了新型節點的骨架曲線和節點核心區剪切變形等，探討了內填混凝土、加勁肋長度和樑柱相對尺寸等對節點抗震性能影響。
  14. Through the analysis and compare to the model structure and the prototype structure of longitudinal shear wall in main factory building, the regular pattern of earthquake resistant behavior of this kind of structure system is obtained. so this paper puts forward some seismic design concept and detailing suggestion to this kind of structure according to csdb

    根據上述理論與試驗研究結果，得出了縱向帶邊框柱中高剪力墻結構抗震性能的一般規律，提出了一些新的抗震設計理念與構造建議，所得結論與設計方法可供我國相應規范修訂時參考。
分享友人
分享到 Line

分享到臉書