防震結構 的英文怎麼說

中文拼音 [fángzhènjiēgòu]
防震結構 英文
aseismatic structure
  • 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...
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 防震 : 1. （採取措施, 預防地震） take precautions against earthquakes 2. （防震動） shockproof; quakeproof
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  1. Stainless steel structure, blow absorption noiseless, dustproof, removable

    不銹鋼結構減震滑輪靜音設計隱式防塵特點可拆卸性
  2. The papers whose research object is the 7 - floor frame - structure with isolator - seismic layer, in which the isolator - seismic layer adopt some standard interlayer rubber isolator. by establish a 3 - dimension finite - element modal and use the a nalysis soft - ansys, we can make dynamic analysis on the structure. by analyses we can get some response characteristics of the structure sparked by the normal and rarely earthquake of 8 - degree fortify intensity, by the double - horizons seismic and by the vertical seismic

    本論文設計了一7層的具有隔震層的框架結構並以此為研究對象，其中隔震層採用標準件的夾層橡膠隔震墊，通過建立三維有限元分析模型，運用大型有限元分析軟體? ansys對結構進行動力響應彈塑性時程分析，得出了結構在8度設防烈度下的常遇水平地震和罕遇水平地震激勵下的響應特性、在雙向水平地震波激勵下結構的響應特性和在豎向地震波激勵下結構的響應特性。
  3. Then the seismic fortification criteria for the maglev guideway structures is proposed

    最後提出了磁浮軌道結構的抗震設防標準。
  4. On the basis of analyzing the working circumstance and prosperity of downhole drilling string of the surface dynamic rotating drilling vertical well, the force prosperity and failure forms of downhole drilling string are focused on. and further research has been done on the vibration damage of downhole drilling string as well as the construction and work prosperity of vibrating - proof hydraulic shocker absorber

    本文在對地面動力旋轉鉆井直井井下鉆柱的工作環境和特性加以分析的基礎上，著重對鉆柱在井下的受力特性以及損壞形式進行了分析，並對鉆柱在井下的振動危害以及用於防止振動的水力加壓減震器的結構、工作特性等一些規律進行了深入的探索和研究。
  5. Some conclusions are drawn : 1 ) effect of inertial force from superstructures on the lateral seismic response of single pile can not be ignored ; 2 ) the lateral seismic response of single pile induced by far - field earthquake are mainly affected by acceleration mass of superstructure > site eigenperiod. it increases with the increment of accele ration and mass of superstructure. as the site characteristic frequency approaches the self - oscillation frequency of the pile, sympathetic vibration occurs and the value of lateral seismic response reaches maximum ; 3 ) as the stiffness ratio of pile to soil increase, the relative displacement of pile to soil increases ; 4 ) the lateral seismic response of fixed - head pile is much smaller than that of free - head pile

    將其解析解與具體的的抗震設防烈度和場地特徵周期結合起來，計算分析了成層地基中單樁的橫向地震響應，得到了以下結論： 1 ）上部結構慣性力對樁的橫向地震響應的影響不可忽略； 2 ）成層地基中的單樁的橫向地震響應主要受地震基本加速度、場地特徵周期、上部結構質量的影響，隨地震基本加速度、上部結構質量的增大而增大；場地特徵頻率越接近樁基自振頻率，樁基地震響應越大，等於自振頻率時，由於發生共振現象，樁基響應幅值最大； 3 ）樁土剛度比越大，樁土之間的相對位移的幅值越大； 4 ）樁頂固接的連接方式，可以有效地降低地震時單樁的橫向地震響應。
  6. It is well lighted, well ventilated, windproof, quakeproof, warm in winter and cool in summer. structurally, it incorporates the merits of different dwelling houses

    日照採光通風等講究科學，還能防風抗震，調節冷暖，其結構藝術，集各種民居建築優點於一樓。
  7. At present, whereas so many reasons such as its using function changing from irrigation to city water supply, the increasing of importance, the original design standard on the low side, the damage and aging of structure, the demand for seismic fortify in strong earthquake region and offering data of technical alteration for adding flux aftertime, it is important for safety and seismic capability of this aqueduct bridge

    目前，該渡槽使用功能由灌溉輸水改為城市供水、實際重要性提高、鑒于原設計標準偏低、結構的病害和老化破損以及地處強震區對抗震設防的要求，為日後加大流量進行技術改造提供依據，因而急需對渡槽作較詳細的安全可靠性評估和抗震性能評估。本文針對該渡槽進行了原位現場檢測，並對其進行結構分析計算和結構的安全性能與抗震性能的評估等方面的工作。
  8. It is mainly used to measure bearing temperature of various bearing equipment in the power station, which measured end is closely cling to surface of the measured bearing depend on shock - proof structure, hence improving accuracy in measuring temperature

    主要用於測量電站各種帶有軸承設備的軸承溫度，由於產品採用防震結構，使測量端緊貼被測軸承表面，從而提高了溫度測量的準確度。
  9. This paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self - weight is over the 9. 0 kn / m2 ). compared to r. c. rectangle columns, studying the aseismic performance of the r. c. special - shaped columns pure frame structure, the r. c. special - shaped columns frame - truss structure and the r. c. special - shaped columns frame - shear wall structure

    本文，結合某中學大開間教學實驗綜合樓的具體工程，就抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（類場地） ，並且建築物所受荷載較大的情況（建築物自重超過9 . 0kn m ~ 2 ） ，通過與矩形柱分析比較的方式，研究了異型柱純框架結構、異型柱框架-桁架結構，以及異型柱框架-剪力墻結構的抗震性能。
  10. In this paper at last. the localized anti - collapsing effect of the cave depot of single aircraft under the explosive load is calculated and analyzed. the explosive result shows that 3d ripped steel plate and ribbed shell structure are effective to raise the capacity of anti - collapsing of the protective structures

    對飛機單機掩蔽庫工程在爆炸荷載作用下，抗局部震塌效應進行了計算分析，模擬直接命中的爆炸試驗結果表明：鋼筋混凝土內襯三維波紋鋼板組成拱型復合結構，是提高防護結構抗震塌破壞的一種十分有效的措施。
  11. In earthquake area, many engineers used concrete structure with unbonded tendons. but people still has lots of different opinions about its seismic behaviors

    無粘結預應力混凝土結構在地震設防區域的應用越來越廣泛，但對其抗震性能的認識存在較大的分歧。
  12. Accordingly earthquake damage prediction of existing rc structures is proposed to lay the foundation of loss evaluation

    因此，研究在役結構在未來地震中的經濟損失和人員傷亡估計，對于減震防災更具實際意義。
  13. In this paper, the author combines the theory analysis with the experiment research method, and discusses the seismic behaviours, 3d elaborate finite element analysis and simplified model analysis of a kind of multi - function tall building - " sub - shearwall supported by frame ", which is applied widely today. the main contents are as follows : in order to observe the failure process and the earthquake response of the complex structure, and to analysis the seismic behaviour of the structural system and structural members, a 1 / 20 cement mortor model of a complex tall - building which is about to be built was producted and the shaking table test of this model under 26 sorts of earthquake loads was made. using sap2000 finite element analysis program, a 3d analysis model was built in computer, and the elastic time - history analysis of the model was done

    本文採用理論分析和試驗研究相結合的方法，研究了目前應用較多的綜合性大廈? ?框支分區剪力墻高層商住樓的抗震性能及空間精細分析和簡化分析方法，主要內容為以下幾方面：對一擬建的復雜高層建築結構，採用1 20比例的空間整體模型，進行了26種工況下的模擬地震振動臺試驗，觀察了結構的破壞過程和地震反應，分析了結構及構件的抗震性能；建立了結構的精細空間模型，利用sap2000n大型有限元分析程序對結構進行了彈性時程分析；通過有限元分析與試驗結果的對比，對結構的抗震性能和抗震能力做出綜合評價，認為該結構由於轉換層上部去掉部分樓板，既可滿足建築設計的通風、採光等要求，又可達到協調結構轉換層上、下樓層抗側剛度的效果，是一種較理想的有多道抗震防線的結構型式。
  14. Adopt raduce shock structure low noise, washingand dewatering pass stable. need not base, adope import seal washer. good to sealing up. it had feeding equipment. modelling beautiful, strong and durable

    設備採用力學防震結構，噪音低，洗滌高脫過渡平穩，無需打地基。採用進口密封圈，無滲漏，有加料裝置，造型美觀。洗滌織物潔凈度高，去污徹底，不損衣物。
  15. Eurocode 8 : design provisions for earthquake resistance of structures. silos, tanks and pipelines

    歐洲規程8 :防地震結構的設計條例.貯倉水箱和管道
  16. Integrated with aseismic analysis, this paper states the optimization of frame structure and minimum - cost design. tt introduces the idea and method for optimum design of aseismic structures base on optimal fortification intensity as well as how to make decision of optimal fortification intensity for aseismic structures. the sequence for optimization method is state in this paper with a example of frame calculation

    本文結合抗震分析，論述了框架結構優化及構件最小造價設計。闡述了基於最優設防烈度的抗震結構優化設計的思路和方法，以及如何進行抗震結構最優設防烈度的決策。並通過框架計算實例，說明了優化的具體步驟。
  17. Optimum aseismic design of high - rise building for whole system and whole life optimization has to be considered, including five aspects : a ) optimization of structure function ; b ) optimization of structure selection ; c ) optimization of structure system ; d ) optimization of structure dimensions ; e ) optimum design of aseismic structures base on optimal fortification intensity

    高層建築考慮全系統和全壽命的抗震結構優化設計，應包括五個層次：一是結構功能的優化；二是結構選型的優化；三是結構體系的優化；四是結構尺寸的優化；五是基於最優設防烈度的抗震結構優化設計。
  18. Eurocode 8 : design of structures for earthquake resistance - part 2 : bridges ; german version en 1998 - 2 : 2005

    歐洲法規8 :防地震結構設計.第2部分:橋梁
  19. Eurocode 8 : design of structures for earthquake resistance - part 6 : towers, masts and chimneys ; german version en 1998 - 6 : 2005

    歐洲法規8 :防地震結構設計.第6部分:塔桿和煙囪.德文
  20. Eurocode 8 : design of structures for earthquake resistance - part 5 : foundations, retaining structures and geotechnical aspects ; german version en 1998 - 5 : 2004

    歐洲法規8 :防地震結構設計.第5部分:地基支撐結構和
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