seismic resistance 中文意思是什麼

seismic resistance 解釋
抗震穩定性
  • seismic : adj 地震（性）的；由地震引起的；易生地震的。 a seismic area 震域；震區。 the seismic centre [focu...
  • resistance : n. 1. 抵抗，反抗，抗拒，抵禦；敵對，抵抗力，反抗力，阻力，【生物學】抗病性。2. 【電學】電阻；阻抗；電阻器。
  1. 3 the dog - bone moment connections are considered having excellent performance for seismic resistance in steel frame and can avoid the brittle failure happening to the connections effectively

    3狗骨式剛性連接是一種旨在改善樑柱連接變形性能，避免脆性破壞發生的有效連接形式。
  2. 2 the dog - bone moment connections are considered having excellent performance for seismic resistance in steel frame and can avoid the brittle failure happening to the connections effectively

    2研究表明，狗骨式剛性連接是一種旨在改善樑柱連接變形性能，避免脆性破壞發生的有效連接形式。
  3. Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints

    鋼纖維混凝土框架節點抗震性能試驗研究
  4. Stability of seismic resistance and dynamic response analysis for ash dams. by psedo - static analysis and seismic dynamic response analysis with fem, safety coefficient under designed seismic force, stress, strain and acceleration amplification factor have been provided. based on upper analysis, related computing program has been provided. by applying it to the ash dams of qinghe power plant, good agreement has been found between calculation results and real conditions

    通過上述一系列的理論分析，本文最後給出了用於評價灰壩壩體穩定的計算程序，並在清河電廠的灰壩計算中得以應用，結果顯示計算收斂快，穩定性好，結論與實際情況吻合。
  5. Failure or even collapse of bridge structures in past earthquakes were largely. in particular, shear failure of short bridge pier columns is the most dangerous failure pattern due to the brittle nature. consequently, it is quite meaningful to study the seismic resistance performance and retrofitting for reducing bridge damages and losses

    從已建橋梁在歷次地震中破壞的共同特點可以看出:現代混凝土橋梁結構中，因鋼筋混凝土橋墩破壞導致橋梁嚴重破壞甚至倒塌，已成為橋梁震害的主要特點，特別是橋梁短柱的破壞尤為嚴重，而脆性剪切破壞是鋼筋混凝土短柱最為危險的破壞方式之一。
  6. Structural internal forces and deformation caused by seismic load are bigger than that caused by automotive load. seismic load controls the designing of large span and small " width - to - span " ratio of large span cfst arch bridge. the seismic resistance is bigger than that with considering combination of various directions, so seismic load combination of various directions should been taken into account during design of large span cfst arch bridge

    地震荷載所引起的內力和變形均大於車輛荷載引起的內力變形，對大跨、寬跨比小的鋼管混凝土拱橋來說，應以地震荷載控制內力和變形設計，考慮多方向地震荷載的組合后，所得的地震力更大，說明在計算地震力時，應該考慮多方向地震荷載的組合。
  7. In case that the overall seismic resistance design of these kinds of huge platforms and upper structures is under developed, and that beijing is in the area of strong earthquake ground motion, overall seismic behavior and design method about these sorts of structures deserve in - depth experimental and analytical research

    由於此類超大平臺結構和上部結構整體抗震設計的經驗尚少，而且北京地處高地震烈度區，故對這種超大平臺結構和上部結構，整體抗震性能和設計方法是工程中亟需解決的問題。
  8. Based on the previous research results, the test study on quasi - static seismic resistance behavior of the monolayer and single - stride prestressed concrete flat - beam frame structures are mostly carried through. the low - cyclic reversed loading test of two frames with the same size and the same intension grade are conducted. one frame is made of ordinary concrete, the other is made of steel - fiber concrete

    研究結果表明：將鋼纖維摻入混凝土中用於框架結構，能使預應力扁梁框架具有足夠好的抗震性能，只要設計得當，可以形成梁鉸耗能機構及整體破壞機制，且具有較好的耗能及抵抗強震的能力。
  9. The seismic resistance of xiaowan arch dam, where the contraction joints are considered based on substructure theory, is analyzed

    摘要應用動力非線性子結構理論，對設置伸縮橫縫的小灣高拱壩實際工程結構抗震分析中的壩體橫縫加抗震鋼筋問題進行了研究。
  10. Abstract : aimming at the defects of the brick masonry norm, through test on masonry wall models, the monolithic spacial effect for longitudinal and lateral walls of brick masonry buildings is studied and suggestions of calculated formulas for seismic resistance design and analysis are proposed

    文摘:針對砌體規范中墻體抗震驗算中的不足之處，通過模型磚墻試驗，研究了帶翼緣墻在水平荷載作用下的恢復力特性曲線、磚墻破壞特徵以及縱墻的影響等，並提出了在墻體抗震驗算中應當考慮縱橫墻共同作用的建議
  11. 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。
  12. In this paper, from the angle of seismic resistance, the parametric sensitivity of the fluid viscous dampers to be used for the bridge is studied in details, and relevant proposals for the dampers are made as well

    從抗震角度對舟山大陸連島工程西堠門大橋主橋的液體粘滯阻尼器參數敏感性進行了詳細的研究，並提出建議。
  13. The dynamic characteristic of large - scale aqueduct is analyzed under four cases ( aqueduct without water, aqueduct with water in three troughs, aqueduct with water in the middle trough, aqueduct with water in side troughs ), and the results can be applied to seismic - resistance design of large - sc ale aqueduct. the earthquake time history response of large - scale aqueduct is studied under four cases when the el - centro earthquake wave is inputted. in the paper, base isolation technology is applied to avoid the destroy arising from the bigger stress in aqueduct

    本文分4種工況（槽內無水、中槽過水、邊槽過水和三槽都過水）對該大型渡槽結構的動態特性進行分析，所得結果可為大型渡槽結構抗震設計提供依據；並在el - centro地震波激振下進行渡槽結構在這四種工況下的地震動力時程分析，計算給出了大型渡槽結構的地震反應規律；為了避免較大應力的出現對渡槽結構造成破壞，本文採取隔震措施來減小該結構的動力反應，並分析其隔震效果，提供設計參數，為工程設計提供依據。
  14. It is discovered, from the analysis of the seismic reaction of the piled jetties with rubber shock absorption seats, that the use of shock absorption seats will help improve the seismic resistance of piled jetties and the use of shock absorption seats will may reduce the maximum bending moment of the fixed end on a pile head to one third of that before the method for reduction of seismic hazards is adopted

    通過對現有高樁碼頭結構導入減震橡膠支座后的地震反應分析發現，減震支座的導入將有利於提高高樁碼頭的抗震能力，使樁上部固定端處的最大彎矩減小到未減震前的1 / 3 。
  15. In order to study actuality of cfst arch bridge, based on the investigative result of " total bridge model test of chunan nanpu bridge ", the nonlinear structural internal forces, nonlinear stability and seismic resistance of large span cfst arch bridge have been studied in this paper

    針對鋼管混凝土拱橋的研究現狀，並結合「淳安南浦大橋整橋模型試驗研究」課題的研究成果，對大跨度鋼管混凝土拱橋結構內力非線性分析、非線性穩定以及抗震等方面作了具體的研究。
  16. Article 17 the projects built, expanded or rebuilt shall meet the requirements for seismic resistance

    第十七條新建、擴建、改建建設工程，必須達到抗震設防要求。
  17. To develop a more thorough understanding of the seismic resistance of src beam - column joints, the study on nonlinear finite element analysis is very imperial

    為了對鋼骨混凝土節點抗震性能有更好的了解，進行非線性方面的有限元分析是必要的。
  18. The inelastic response demand spectrum can be employed to calculate real bridges structural seismic resistance capacity. target displacement is determined by capacity spectrum method

    利用需求譜和能力譜法求目標位移，進行橋梁結構的push - over分析中。
  19. In recent years. push - over analytical method is regarded as a new evaluation method for seismic resistance capacity of structure in some advanced countries

    Push - over分析方法是近些年來在國外一些發達國家，如美國、日本受到重視的一種結構抗震能力評價的新方法。
  20. So push - over method can be applied to evaluate bridge structure seismic resistance capacity and damage degree. the influence of p - a effect of bridges is discussed in detail

    對一定形式的橋梁結構可以用push - over分析方法進行結構抗震能力評定，其結果準確、可靠。
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