reinforced-concrete frame 中文意思是什麼

reinforced-concrete frame 解釋
鋼筋混凝土構架
  • reinforced : 加筋的
  • concrete : adj 1 具體的，有形的；實在的，實際的。2 固結成的，混凝土製的。3 圖案詩歌的（參閱concrete poetry）...
  • frame : n 1 機構；組織；系統。2 結構，框架，構架，骨架，骨骼。3 體格，身軀。 4 精神狀態，心情。5 【園藝】...
  1. Aseismatic strengthening of beam column connection of reinforced concrete frame structure

    鋼筋混凝土框架樑柱節點的抗震加固
  2. There were many multistory, reinforced concrete frame buildings of several types in hiroshima and a smaller number in nagasaki.

    廣島有許多類型不同的多層鋼筋混凝土構架建築物，而長崎則較少。
  3. The stress distribution of the back bearing pillar in blasting demolishing reinforced concrete frame structures

    鋼筋混凝土框架爆破拆除時后承重柱的應力分佈
  4. Design of reinforced concrete frame - shear wall structure with energy - dissipated braces in suqian construction building

    宿遷市建設大廈消能減震設計
  5. In recent years, the pushover method is much more applied by the scholars and engineers for its clear concept and simple usage. up to now, reinforced concrete frame buildings are still used widely in industries and civilian constructions owing to its merits

    近年來，由於pushover方法原理清晰、編程簡便，並且能在相當程度上給出強震作用下結構物的彈塑性反應過程，因此，已經越來越得到學術界和工程界的認可。
  6. Doctor candidate : yan qiwu supervisor : prof. slien pllsheng iii this thesis, a systematic theory on spatial elastic - plastic time - history analysis of reinforced concrete frame - tube structures tinder strong multiple earthquake excitations is established. covering problems about materal, rnember and structural system considering about the nonlinearity of material, geometry and boundary

    木文考慮了材料、幾何、邊界非線性，建立了從材料、構件到結構的一個較為系統的鋼筋砼框筒結構在多維地震波作用下的空間彈塑性時程分析理論。
  7. The influence of such parameters as axial load index, aspect ratio and percentages of lateral reinforcement, on seismic performance of reinforced concrete frame column in hong kong and analyses the distribution relationships of flexural deformation, shear deformation and slippage of longitudinal reinforcement in joint zone

    根據試驗結果，討論了軸壓比、配箍率、剪跨比等參數對其抗震性能的影響，分析了水平荷載作用時塑性鉸區的彎曲變形、剪切變形和縱向鋼筋粘結滑移變形所產生的位移在框架柱總水平側移中所佔的比例及其變化規律。
  8. Ductility design of reinforced concrete frame structure

    鋼筋混凝土框架結構的抗震延性設計要求
  9. Reinforcement on factory building of reinforced concrete frame

    某鋼筋混凝土框架結構廠房的加固
  10. Research on reinforced concrete frame columns shear behavior

    鋼筋混凝土框架柱受剪性能分析
  11. Demolition of a 5 - storey reinforced concrete frame building by blasting

    5層鋼筋混凝土框架樓房爆破拆除
  12. 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
  13. The approach of the anchoring length of the beam ' s lower longithdinal reinforaing steel bars in the reinforced concrete frame nodes undler earthqnake loads

    在地震作用下鋼筋砼框架節點梁下縱筋錨固長度探討
  14. Based on the results, the eccentrically braced frame has the advantage of higher initial stiffness, load - bearing and energy consume ability. through the limit state analysis principle, the limit load was calculated by assuming the same destroy pattern of braced frame as that in the experiment. comparing the theory limit load with the measured, a good agreement was founded. it shows that the limit state analysis is really a practicable way analysed the reinforced concrete frame braced with eccentric steel

    應用極限分析中的極值原理對偏心角鋼支撐鋼筋砼框架進行極限分析時，首先擬定與試驗結果相一致的結構倒塌破壞模式，然後根據虛功原理建立了結構在極限狀態時極限承載力的計算公式，從所求的權限荷載的理論值與實測值的比較來看，理論計算值與試驗的實測值基本吻合，這說明利用本文擬定的結構破壞模式對偏心角鋼支撐框架結構進行極限分析是一條可行的途徑。
  15. Are uncertain and should be regarded as random variables, therefore the reinforced concrete frame is stochastic structure inherently, and then its motive equations converted to combined random differential equations for the uncertain parameters and external random excitation. these equations were solved by order - orthogonal expansion method with pseudo - excitation method, and then the statistic stochastic responses of random structure were obtained. at last, based on the stochastic cumulative damage model with double parameters developed by park, formulas were formulated for calculating structural earthquake damage probability using the structural reliability theory ( mainly jc algorithm ) in extensive random space

    首先對受地震激勵的剪切型鋼筋混凝土結構進行建模，用隨機等效線性化方法將二階非線性微分方程組化成一階線性微分方程組（或稱之為狀態方程） ；再考慮材料等參數的隨機性，則狀態方程成為復合隨機微分方程組，將擴階系統方法和虛擬激勵方法推廣並應用於這個復合隨機微分方程組，求出結構的隨機響應量的統計參數；最後採用隨機累積損傷破壞準則，在廣義隨機空間內，用jc演算法求解失效概率，進而求出結構的抗震可靠度。
  16. Study on the creep stress of reinforced concrete frame structures affected by temperature and shrinkage

    鋼筋混凝土框架結構在溫度及收縮作用下的徐變應力分析
  17. Deflection formula of reinforced concrete frame beam carrying concentrated forces

    集中力作用下鋼筋混凝土框架梁撓度公式
  18. An experimental study on reinforced concrete frame beams strengthened with carbon fiber sheets under cyclic loading

    反復荷載下碳纖維布加固鋼筋混凝土框架梁的試驗研究
  19. The philosophy and methodology of performance - based seismic design ( pbsd ) has been an extensive topic discussed by earthquake engineering experts at home and abroad. in this paper, research work on displacement - based seismic design ( dbsd ) at home and abroad are systematically collected and analyzed. based on the available references of seismic behavior of frame - wall buildings, the method of dbsd of reinforced concrete frame - wall buildings is primarily put forward by taking into account the fault of methods of seismic design in current code. the main contents are as follows : the actual stiffness of frames and seismic walls at different deformation stages are determined from experimental data, and the results are adopted in the dbsd method

    本文對國內外基於位移的抗震設計研究成果進行了較系統的綜述與分析，在已有框架-剪力墻結構抗震性能研究的基礎上，針對現行抗震設計方法的不足，提出了鋼筋混凝土框架-剪力墻結構直接基於位移的抗震設計方法，並對其進行了一些研究和探索，主要內容如下：對國內外框架和剪力墻的模型試驗數據進行分析，量化了剛度退化系數與層間側移角之間的關系，並將其結果引入框架-剪力墻結構直接基於位移的抗震設計方法中。
  20. Li zhongxian, hao yongchang et al. model experimental study on seismic behavior of reinforced concrete frame with split columns. journal of building structures, 24 ( 5 ) : ? - ?, october 2003

    李忠獻、郝永昶、周兵、康谷貽、胡慶昌、徐雲扉.鋼筋混凝土分體柱框架抗震性能的模型試驗研究.建築結構學報， 24卷5期： ? - ?頁， 2003年10月
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