stirrups 中文意思是什麼

stirrups 解釋
馬鐙
  1. Saddles, stirrups and spurs - preparedness for active service

    坐鞍、馬蹬和馬靴刺時刻戒備的軍人。
  2. The two young ladies with twin chignons on top of their heads are sitting up straight on horsebacks. their dress is in the " barbarian " style. their pierced fists probably once held reigns and have their feet in stirrups

    這對騎馬少女皆頭頂挽小雙高髻,身穿胡服,手置胸前作持強狀,雙腳踩馬蹬。
  3. The stirrups hung invitingly at the animal's sides.

    馬蹬誘人地懸在馬腹兩側。
  4. How did you do it ? - stirrups and a turkey baster

    否則你能怎麼做? -你這個燒烤工
  5. - how did you do it ? - stirrups and a turkey baster

    -否則你能怎麼做? -你這個燒烤工
  6. The content of the paper is nonlinear analysis of complete response process for t, l - shaped and " + " shaped section r. c. columns under axial compression and biaxial bending. on the basis of related papers, the full path of stress - strain relation of concrete and the sliding of longitudinal reinforcement anchoring are all considered, simultaneously, the restriction effect for concrete by thickening of stirrups is also included

    本論文主要內容是對鋼筋混凝土異形截面雙向壓彎柱(包括l形、 t形、十字形柱)進行非線形全過程分析,在有關文獻基礎上考慮了受拉縱筋和周圍混凝土的錨固滑移和混凝土應力?應變關系曲線的下降段,同時考慮到在箍筋加密區箍筋對混凝土的約束影響。
  7. Based on measurement of strains of both horizontal stirrups in the joint core and longitudinal reinforcement passing througth the joint, in different stages, transfer mechanism and factors affacting seismic behavior of the joint, were analysed. under different shear compression ration, effect of axial force ratio on seismic behawior of the joint was also evaluated, static shear and seismic shear of the joint based on capacity design were investigated. on this basis, new governing criteria and conditions of seismic behavior of the joint were put forward

    通過對節點區水平箍筋以及貫穿節點梁、柱縱筋在不同受力階段應變的精細量測,對節點的傳力機理以及影響抗震性能的因素進行了分析研究;對不同剪壓比條件下軸壓比對節點抗震性能的影響規律進行了分析研究;對不同受力階段梁筋的粘結退化規律以及節點區的剪切變形進行了分析研究;對節點的靜力抗剪與建立在能力設計思路上的抗震抗剪問題進行了深入研究,提出了建立在新思路基礎上的節點抗震性能控制準則和控制條件。
  8. Spacing of stirrups

    箍筋間距33
  9. There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups

    鋼纖維與箍筋之間在提高鋼筋混凝土梁斜截面承載力方面不存在「藕合增強效應」 。
  10. ( 3 ) the beam stirrups are very important to the anchorage of the upper longitudinal bar in the beam outside the wall " s width

    節點區的寬梁箍筋對于凸出在墻外的寬樑上部縱筋的錨固具有比較重要的作用。
  11. If the quantity of the beam stirrups is not enough, the wide beam would have more crack in the joint area thus decrease bearing capacity and ductility of joints

    如果節點區的寬梁箍筋數量不足,寬梁在節點區將出現較多斜裂縫,最終使結構的承載力和延性變差。
  12. Then the shear and torsion strength of the beams and the number of stirrups were checked. the program for this system is pragmatic because it includes some cases that are always met in practice

    本文所編制的預應力混凝土井字梁計算機輔助設計系統考慮了實際工程中常遇到的邊梁扭矩較大、預應力筋相碰等問題,因此具有實用性。
  13. They got her in stirrups and everything

    他們把她放在鐙形支架上
  14. Stirrups for lower extremity orthoses

    下肢支具用鐙骨
  15. Behind him a cossack trotted along, standing up in his stirrups

    在他身後是一個哥薩克,他站在馬鐙子上,一溜小跑。
  16. D urberville stopped the horse, withdrew his feet from the stirrups, turned sideways on the saddle, and enclosed her waist with his arm to support her

    德貝維爾勒住了馬,把腳從馬鐙里抽出來,坐在馬鞍上側過身去,用胳膊摟著她的腰,把她扶住。
  17. Fixed railway installations. compact ducting in reinforced concrete for electric lighting cables. stirrups for securing vertical bend covers

    鐵路固定裝置.電氣照明電纜用嵌入鋼筋混凝土內的密排導管.固定垂直彎管蓋用蹬形夾
  18. Six circular concrete columns were tested under concentric loading, to investigate the confinement effect of confining reinforcement in both normal strength and high strength concrete columns. test results were analyzed and compared. practical formulas were proposed for the minimum volumetric ratio and the spacing of the stirrups

    通過對6根圓柱體混凝土柱的軸壓試驗,研究普通混凝土及高強混凝土在箍筋作用下的約束效應,並將試驗結果進行分析比較,提出了配箍率及箍筋間距實用計算公式。
  19. At first, development of various cracks carefully recorded and strains on both the rebars and the stirrups were measured in detail, together with the deflections of the beam. in such a way, correlation between the measured strain profiles of the reinforcement and the observed cracking development of each specimen was pursued. principal factors contributing to the cracking pattern and failure mode were figured out as a result

    首先,通過單調靜力加載試驗研究,對梁的裂縫延伸和開展、縱筋應變、箍筋應變、梁的撓度等指標進行了細致的量測,試圖追蹤每一試件在裂縫發展及破壞過程中縱筋應變狀態的變化和裂縫發展程度的相關性,進而總結出有腹筋約束梁裂縫開展及鋼筋應力分佈的一般規律。
  20. At this background, though coupling beams with the small ratio of the span to depth have no sufficient test results, in order to satisfy the needs of engineering design, the code for design of reinforced concrete high - rise structure ( jgj3 - 2002 ) still adopt the design method of decreasing the maximum shear force and increasing the quantity of stirrups. but in china code for design of concrete structures ( gb 50010 - 2002 ) the content of seismic design methods for these kinds of coupling beams continue to be blank

    在這一背景下, 《高層建築混凝土結構技術規程》 ( jgj3 - 2002 )為了滿足工程設計需要,對小跨高比連梁在沒有充分試驗結果的情況下,仍採用降低最大作用剪力和提高箍筋用量的設計方法(雖然這種方法已被國外試驗證明在跨高比小於1 . 50的連梁中是肯定不能保證延性要求的) ,而《混凝土結構設計規范》 ( gb50010 - 2002 )則把這部分內容繼續留作空缺。
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