strong motion 中文意思是什麼

strong motion 解釋
強地面運動
  • strong : n 斯特朗〈姓氏〉。adj 1 強壯的，有力的，有膂力的；強健的；鞏固的，堅牢的，堅固的；堅強的（性格等...
  • motion : n 1 運動 動 移動（opp rest）。2 （天體的）運行；（車、船等的）動搖；（機器的）開動 運轉；【機械工...
  1. Pulse frequency modulation magnetic tape record type strong - motion instrument

    脈沖調頻式磁帶記錄強震儀
  2. Galvanometer gecord type strong - motion instrument

    電流計記錄式強震儀
  3. Digital magnetic tape record type strong - motion instrument

    數字磁帶記錄強震儀
  4. Analog magnetic tape record type strong - motion instrument

    模擬磁帶記錄強震儀
  5. Nrs was strongly related to site conditions and depth, while the bnrs had better consistency among all strong motion records than the conventional nrs under the influence of site condition, depth and motion component

    而不同場地不同深度不同分量方向的雙規準反應譜之間差別甚小，雙規準反應譜比規準反應譜表現出良好的一致性。
  6. Manla rockfill dam is located at strong motion earthquake area with 8 degree

    滿拉堆石壩地處八度地震區。
  7. Hada mountain embankment dam is located at strong motion earthquake area with 7 degree. it is a sand - fill dam with clay core, stability of the dam under earthquake and the preventive of foundation liquescence is very important for the dam design

    哈達山土壩是位於七度地震區，坐落在厚覆蓋層上的粘土心墻砂殼壩，壩體的抗震穩定、基礎的抗震液化是本工程的技術關鍵問題。
  8. The records we used are mainly from three parts : strong ground motion data before 1992 ' s ; data from scec ( south california earthquake catalog ) ; nsmp ( national strong motion project ). after we developed the attenuation laws, we analysis the attenuation characteristics for the pga and sa with different damping ratio. here we mainly concentrate on the effect of the distance and the magnitude

    在回歸出中小地震的衰減關系后，本文對峰值加速度（水平向與垂向） 、加速度反應譜（阻尼比分別為0 . 005 、 0 . 02 、 0 . 05 、 0 . 1 、 0 . 2 ）的衰減特性進行了分析，影響因素主要考慮了震級與距離這兩個方面。
  9. The remote communication was established between beijing strong motion observation center and the array

    新老測井觀測點均架設了電話線路，實現了觀測中心與臺陣之間的遠程監控和數據傳輸。
  10. Direct record strong - motion instrument

    直接記錄式強震儀
  11. Pulse duration modulation magnetic tape record type strong - motion instrument

    脈沖調寬式磁帶記錄強震儀
  12. That means the energy distribution of strong motion in deep underground is relatively smoother than that on surface. also, the intensity variation of strong motion in deep underground is relatively smoother than that on surface

    這說明在地下深處地震動的能量沿時間軸分佈比較均勻，而地表的地震動的能量沿時間軸的分佈比較集中，還可以認為地下深層地震動的強度變化相對平
  13. 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。
  14. 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。
  15. The strong motion observation records of northridge earthquake 1994 and kobe earthquake 1995 have indicated that this isolated structure system is one of the effective and new type structure system for earthquake disaster reduction

    1994年northridge和1995年神戶產發生的大地震強震觀測記錄表明，這種隔震結構體系是有效的減輕地震災害的新型結構體系之一。
  16. The long period attenuation relationship of acceleration response spectrum is developed using this database. the short - period attenuation equation is developed by using the analog strong motion records of western north america. by connecting the short period and the long period attenuation relationships together, the wide period ( 7 " = 0. 04 - 20sec ) attenuation relationships for horizontal acceleration response spectrum of western north america are obtained

    與用模擬式強震儀記錄所得出的美國西部地區短周期（ t = 0 . 04s - 4s ）加速度反應譜衰減關系結合，得出了美國西部地區水平向基巖寬周期（ t = 0 . 04 - 20s ）加速度反應譜衰減關系。
  17. The duration aspect. in this part, strong motion duration ( trifunac - brady ) is studied, the main results are as follows : in general, for soil site, during strong earthquake, the 90 % relative energy duration increases with depth. the duration of the ground motion on surface is about 1 / 4 of that at depth of 100m

    三）地震動持時沿深度的變化規律摘要本文研究了地震動的90 %相對能量持時（ trifullac一brady ）得到如下結論:震級大小對于地震動持時沿深度的變化有一定影響，一般情況，震級越大地表的地震動持時與地下相比越小。
  18. But many problem remain should be solved in these aspects, such as research on lateral resistant system, the cladding material and steel frame connections, etc. to the lateral resistant system, one of the imperative problems in the steel residential building, we expect to research a new earthquake resistance element with great stiffness in the usual day ( for the needing of safety and comfort in the place where is windy and earthquake occurred frequently ) ; low stiffness in strong motion earthquake ( for the flexibility of residential building in the strong motion earthquake ) and absorbing seismic energy

    從技術角度講，如何使鋼結構適應住宅建築的特點，滿足住宅產業化發展的需要，還有許多問題有待進一步研究，如抗側力體系、維護體系及其樑柱的節點問題等等。針對鋼結構住宅中急需解決的抗側力體系問題，本文研究了一種正常使用情況下剛度大（滿足建築物在風載及常遇地震下人們舒適性和安全感的要求） ，強震時剛度低（保證強震時建築具有柔性的特點） ，而且可吸收地震能量的新型抗震單元。
  19. Abstract : in this paper, the authors give a description of the strong motion and damage caused by the earthquake of ms 7. 4 occurring in izmit, turkey on august 17, 1999, including the strong ground motion of the izmit earthquake of ms 7. 4, the earthquake intensity distribution, the earthquake damage and preliminary analysis on the cause of earthquake damage

    文摘:介紹了1999年8月17日土耳其伊茲米特7 . 4級地震的強地震動和地震災害，包括：伊茲米特7 . 4級地震的強地面運動、地震烈度分佈、地震震害以及地震破壞原因淺析。
  20. In this paper, the authors give a description of the strong motion and damage caused by the earthquake of ms 7. 4 occurring in izmit, turkey on august 17, 1999, including the strong ground motion of the izmit earthquake of ms 7. 4, the earthquake intensity distribution, the earthquake damage and preliminary analysis on the cause of earthquake damage

    介紹了1999年8月17日土耳其伊茲米特7 . 4級地震的強地震動和地震災害，包括：伊茲米特7 . 4級地震的強地面運動、地震烈度分佈、地震震害以及地震破壞原因淺析。
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