shearwall 中文意思是什麼

shearwall 解釋
抗剪力墻
  1. 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。
  2. Members section of the steel truss are designed mainly according to vertical load, which earthquake load can not change. however, changes of members stress should be regarded, such as the steel truss members connecting shearwall

    鋼桁架轉換結構設計主要受豎向荷載控制，地震荷載不改變其主控荷載，但對地震荷載作用下鋼桁架構件受力的變化應予以重視，尤其是與豎向構件連接的鋼桁架兩端構件。
  3. The structure of shearwall has been used in multi - storey buildings

    摘要剪力墻結構被廣泛應用於多、高層建築。
  4. The frame should work together with shear wall in the frame - shearwall structure

    摘要框剪結構是一種常見的建築結構形式。
  5. Because the influence is low to shear the factor that shearwall anti - shear strength more, and each factor returns the interaction

    由於影響低矮剪力墻抗剪強度的因素較多，且各因素之間還相互作用。
  6. The paper illustrates the principle of rational arrangement of shearwall in the structure from the virwpoint of study and practice

    文章分析其結構特性入手，結合工作實踐，較詳細地論述了剪力墻的合理布置原則，並進行了校核。
  7. The steel reinforced concrete frame - shearwall structure with a transfer steel truss located at a higher lever is complicated so that its seismic performance is not specific

    帶高位大跨度鋼桁架轉換層型鋼混凝土框架?剪力墻結構是一種復雜體型建築結構形式，結構受力機理不明確，設計難度大。
  8. It is obvious that transfer stories are weak. however, the shearwall connected to steel truss transfer stories is good and the overall structure can satisfy seismic fortification requirements

    揭示鋼桁架轉換層是結構的薄弱環節，與鋼桁架相連豎向構件抗震性能良好，整體結構滿足抗震要求。
  9. Based on the experimental study of shear performance of prestressing shearwall, this paper analyses the limit of the shear performance of sheawall added the prestress, and discusses the shearing bear capacity in shear breakage

    通過對預應力剪力墻的抗剪性能試驗研究，分析施加預應力對剪力墻結構的極限抗剪能力提高程度以及在剪壓破壞形式下抗剪承載力的提高程度。
  10. In tall buildings, for frame - shearwall structure with steel truss transfer story with large span, studies on its dynamic characters and seismic performance are performed. with different transfer story location at the structure, the difference analysis about the structures to period and mode, displacement, and shear etc. is performed in detail. and the vertical load effect to the steel truss transfer story with large span is analyzed

    對于高層建築中帶大跨度鋼桁架轉換層的框架?剪力墻結構，分別對不同轉換層設置高度下整體結構的動力特性和抗震性能進行了分析，對整體結構的周期和振型、整體結構的位移和層間位移、結構的剪力和層間剪力等方面性能的差異進行了研究；對大跨度鋼桁架轉換層在豎向地震作用下對其受力的影響進行了研究。
  11. Main research in this text contents : ( 1 ) the collections sorting is domestic and international and low shear walls anti - shears the strength experiments the data ; ( 2 ) the robustness design in application method analysis influence shears the factor that shearwall anti - shear strength ; ( 3 ) experiment the result take into with theories analysis the comparison

    本文主要研究內容： （ 1 ）收集整理國內外低矮剪力墻抗剪強度試驗數據； （ 2 ）運用穩健設計法分析影響剪力墻抗剪強度的因素； （ 3 ）試驗結果與理論分析加以比較。
  12. Based on a shaking table experiment of steel reinforced concrete frame - shearwall structure model with steel truss transfer stories and finite element analysis, its seismic performance is studies deeply. in order to evaluate the structural seismic performance, three approaches, shaking table experiment for simulating earthquake, time - history analysis method and static elastic - plastic analysis method, are used in this project

    本文的主要工作是研究和評估帶高位大跨度鋼桁架轉換層型鋼混凝土框架?剪力墻結構的抗震性能，為此，採用了三種方法：模擬地震振動臺試驗方法；彈性時程分析方法；彈塑性靜力（ push - over ）分析方法，展開了對課題的研究。
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