earthquake resistant design 中文意思是什麼

earthquake resistant design 解釋
抗震設計
  • 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。
  • design : vt 1 計劃,企圖,立意要…。2 指定,預定;留給,留著。3 設計,草擬,擬定,籌劃;起草,畫草圖,打(...
  1. 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。
  2. By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design

    本文通過大量算例分析,研究柱腳鉸接楔形變截面門式剛架的抗震性能,並對其自振頻率、振型進行了分析;通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下,樑柱截面尺寸不變時,柱上端、梁端、跨中截面處的內力大小,確定在什麼情況下地震作用效應組合起控製作用,變截面門式剛架需要進行抗震設計。
  3. Code for earthquake - resistant design of outdoor water supply, sewerage, gas and heating engineering

    室外給水排水和煤氣熱力工程抗震設計規范
  4. According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ), furthermore, based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads, the interacting behavior of the r. c frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r. c frame column are compared, the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory

    因此,為了探討這類剪力墻結構的抗震性能,本文以我國現行《建築抗震設計規范》 ( gb50011 - 2001 )的要求為基礎,通過1 15的縮尺比,將一縱向框架一剪力墻原型結構中的剪力墻結構模擬為一個試驗模型並對其進行了偽靜力加載試驗,研究了墻板與邊框柱的共同工作性能,分析了帶邊框柱中高剪力墻的受力特點、破壞及耗能機理,並從承載力、剛度、變形、延性及恢復力特性等方面綜合評價了其抗震性能,得出了一些有益的設計理念和方法。
  5. The last type of house subjected to test in 1955 was also of earthquake-resistant design.

    在1955年試驗中採用的最後一種房屋的設計也具有防地震性能。
  6. Design value of earthquake - resistant strength of materials

    材料抗震強度設計值
  7. The conclusions of this paper can be used as a reference in earthquake - resistant design and analyses of immersed tunnels

    以上結論可供有關人員進行抗震設計和抗震分析參考。
  8. Modal combination method for earthquake - resistant design of structures to multiple seismic excitations

    結構在多維地震動作用下抗震計算組合方法
  9. It is a rockfill dam with clay core, dynamic response of the dam under earthquake and the earthquake - resistant design is very important for the dam design

    坐落在厚覆蓋層上的土心墻堆石壩,壩體的動力反映分析及抗震設計是本工程的技術關鍵問題。
  10. On the basis of the engineering practice in earthquake - resistant calculation and software application in china, this paper discusses the relationship between conceptual earthquake - resistant design and earthquake - resistant calculation, main basis and main requirement and application of earthquake - resistant calculation softwares

    摘要在總結我國建築結構抗震計算及軟體應用的工程實踐基礎上,論述了抗震概念設計與抗震計算的關系、抗震計算的主要依據、主要要求及軟體應用。
  11. Taking the south approach of the sutong bridge as example, the interaction of the adjacent spans in the longitudinal and lateral direction is discussed in this paper, comparing the results according to specifications of earthquake resistant design for highway engineering with the results from fem analysis

    摘要本文以蘇通大橋南引橋為例,按照現行《公路工程抗震設計規范》提供的相關計算公式與有限元的計算結果進行比較分析,探討了梁橋縱橫向相鄰橋跨之間的耦聯作用。
  12. Specifications of earthquake resistant design for highway engineering

    公路工程抗震設計規范
  13. Conceptual earthquake resistant design

    建築抗震概念設計9
  14. Finally, the response spectral method for earthquake resistant design of structures to multiple seismic ground motions is further studied

    在最後一章,本文研究了多維抗震分析的反應譜法。
  15. Earthquake is one of the most serious disasters that threaten the lives and fortunes of human beings. energy dissipation technology is one of the new methods for earthquake resistant design of structures. hysteretic energy dissipators possess easy - to - get materials, cheap cost and good endurance

    耗能減振技術是結構抗震的新對策、新技術,能夠有效保護結構及內部設施在地震中的安全,在其它外干擾力作用下可使結構滿足更高的減震(振)要求。
  16. On basis of a review of the recent achievements, the distribution of the lateral seismic inertia force along the height of retaining wall and / or bridge abutment, and the calculation of the seismic soil pressure of cohesive backfill are treated with in this paper, for the revision of chinese earthquake resistant design code for highway construction, and a suggestion to combine sei smic design of retaining wall and of bridge abutment together into one chapter from the past in two chapters in the previous version is also worked out

    結合規范jtj004 ? 89的修編,本文在總結已有研究成果的基礎上,主要研究了擋土墻和橋臺地震慣性力沿高度分佈的規律,粘性填土的地震土壓力計算和計算公式的簡化,以及在公路工程抗震設計規范中將擋土墻和橋臺的抗震設計歸入一章的問題,具體包括如下5項工作。
  17. 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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