earthquake-resistant structure 中文意思是什麼

earthquake-resistant structure 解釋
抗震建築
  • earthquake : n. 1. 地震。2. 大變動，動亂。
  • resistant : adj. 抵抗的；耐久的，穩定的。n. 抵抗者；有抵抗力的東西；防染劑，防腐劑。
  • structure : n. 1. 構造，結構；組織；石理，石紋。2. 建造物。3. 【化學】化學結構。4. 【心理學】（直接經驗中顯現的）結構性，整體性；整體結構。adj. -d ,-less adj.
  1. Allowable value of drift angle of earthquake resistant structure

    抗震結構層間位移角限值
  2. Yingxian wooden pagoda has favorable aseismatic capability, as it used similar modern core - in - core structure, and fixed many batter brace make it become modern rigid reinforced floors in every hidden floor, and slope of bearing post made it that the level and uprightness frame integrate tightly. under the deadweight, every structural floors form centripetal force. those earthquake resistant measures resist many the strong destroy of earthquake in history

    由於木塔採用了唐代殿堂內、外分槽的結構形式，用兩層柱圈構成筒體，並逐層加設了層高較低稱為平坐的剛度加強層，再加上兩圈柱子都由下至上向內傾斜對筒體形成環箍力，這些措施幫助木塔抵抗了多次強烈地震而未倒。
  3. According to the shear - type floor model of frame structure, a basic control equation is constructed to analyze the nonlinear seismic responses of structure equipped with edd - bracing system. subsequently the dynamical finite element analysis are carried on to obtain the seismic response of a twelve - floor r. c frame with the three edd - bracing system under minute earthquake and disastrous earthquake, and the conclusions provide useful references for practical earthquake - resistant design

    基於框架結構剪切型層模型，建立了耗能阻尼器對建築結構非線性地震反應的基本控制方程，由此進行了某十二層鋼筋混凝土框架結構設置三種耗能阻尼器在多遇和罕遇地震下的動力有限元分析，為進行實際結構設置耗能阻尼器的抗震設計提供了有益的參考。
  4. Base isolation technology is one of the most efficient method for seisin resistant. by putting the isolation system between the top - structure and the base, it can enhance the damp of the building, prolong the periods, decrease acceleration response when the building was under earthquake

    基礎隔震是新型抗震主要手段之一，它是在建築物與其基礎之間，墊上隔震系統，來延長結構周期，給予結構適當的阻尼，使結構的加速度反應大大減弱，讓結構的大位移主要由結構物底部與基礎之間的隔震系統提供。
  5. This study is to provide the experimental data and theoretical approach of this type structure system and assess earthquake - resistant behavior and damage characteristics of this kind of system

    選取3跨3榀鋼筋混凝土框排架子空間模型進行擬動力試驗，這是國內首次對該類型結構體系進行的大型動力試驗。
  6. China is an earthquake active country, so the deep study of earthquake resistant behavior of asymmetric structure is of great significance

    我國又是一個多地震的國家，目前仍處于地震高發期，因而結構抗震性能的研究具有重要意義。
  7. Considering that the traditional cast - in - situ r. c. shear wall structure has such disadvantages as large self - weight, stiffness and seismic forces, poor ductility and energy wasting, the subject puts forward a new type of hollow shear wall of r. c. stucture with seams which has the advantages of not only high bearing capacity but also small self - weight, stiffness and good ductility and so on. it is a new kind of earthquake resistant and energy - saving structure

    針對傳統現澆鋼筋混凝土剪力墻結構自重大、剛度大、自振作用大、延性差以及保溫隔熱等建築節能性能差等諸多缺點，本課題對其進行改革，提出了一種新型的帶縫空心鋼筋混凝土剪力墻結構，此結構具有自重輕、剛度小、延性及變形能力好、耗能能力強等優點，是一種新型抗震、節能的承重結構。
  8. The use of high strength concrete in building constructions has many advantages, such as reducing sectional size of component evidently, alleviating the structure self weight and retrenchment the use of reinforcing steel bar, thus the economic benefit is distinct but the brittleness of high strength concrete causes anxious about its use in the earthquake - resistant structure

    應用高強混凝土可以顯著減小構件的截面尺寸，減輕結構自重和鋼筋用量，具有明顯優點，可獲得較高的經濟效益。但高強混凝土的脆性引起人們對其用於抗震結構的擔心，強度等級愈高，胞性愈大。
  9. It is studied in this paper by large - scale universal program ansys the problem about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake and is also analyzed in full spatial self - bracing function which is ignored by planar model of multi - storey and highrise concrete frame structure

    本文主要運用大型通用有限元程序ansys研究幾何非線性效應對多高層混凝土框架結構在強震作用下抗震性能的影響問題，另外，對多高層混凝土框架結構取平面模型所忽略的空間相互作用也詳加分析。
  10. Secondly, the author assumes material is elastic, separately adopts planar model and spatial model of the 6 - 12 - 18 - storey spatial concrete frames reckons in shear deformation and axial deformation and contrastingly analyzes lateral displacement of the frames under taft. e1 - centro and tianjfn seismic wave considering geometric non - linear effect or not in order to find out the rule about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake. simultaneously, the author weighs the effect of spatial self - bracing function on structural analysis by contrasting lateral displacement between planar model and spatial model of the frames

    其次，作者在彈性材料假定下，對六層、十二層、十八層空間混凝土框架，分別取其空間模型和平面模型，計入剪切變形、軸向變形的影響，按考慮幾何非線性因素與否，分別在taft 、 e1 ? centro及天津地震波作用下，作以對比分析，以找出幾何非線性效應對多高層混凝土框架結構在強震作用下抗震性能的影響的規律；同時，對平面模型與空間模型之間的空間相互作用，均以其幾何非線性情況下的位移反應作對比分析，來衡量空間相互作用對結構分析的影響。
  11. 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。
  12. The effect of structure ' s parameters on its earthquake - resistant performance was displayed

    文章也闡述了結構各方面參數對結構抗震性能的影響。
  13. Based on the experimental investigation and numerical analysis, the slab ' s shear and bending resistant expression is proposed and a representative wall ' s reliability index under small earthquake is figured out. sensitivity of every factors affecting shear strength is evaluated. the elastic stiffness and deformation of mrs and shear wall structure is compared

    （ 4 ） .密肋復合墻體承載力實用設計表達式的提出根據試驗結果和數值分析，建立了的密肋復合墻體抗剪和抗彎承載力表達式，並對其在地震作用下的可靠性進行了分析，得出了墻體的承載力可靠指標。
  14. Energy - dissipation technology is a much more rational, effective, safe, economic earthquake resistant method, which develops quickly in recent years, and it is more suitable for high rise steel structure. a energy - dissipation braced frame is designed with viscous damper as energy - dissipation device. test on the frame under cyclic reversed lateral load of various frequency and displacement is carried out to check its energy - dissipation capacity and structural measures

    消能減震技術是近年來迅速發展起來的一種更加合理、有效、安全、經濟的結構抗震方法，中高層鋼結構建築是採用消能減震技術理想的結構體系；為此，本文設計了一榀耗能支撐框架，採用粘滯阻尼器作為消能裝置，通過不同頻率、不同位移下的水平低周反復荷載試驗，驗證了消能支撐框架優異的耗能能力，證明相關構造措施是行之有效的。
  15. 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。
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