shear capacity 中文意思是什麼

shear capacity 解釋
受剪承載能力
  • shear : vt vi （sheared 〈古語〉 shore; shorn sheared）1 剪（羊毛等）；修剪（樹木）；剪（呢絨的）長毛。2 ...
  • capacity : n 1 包容力，吸收力，收容力。2 容積，容量；【電學】電容，負載量。3 能力，才幹，本領；性能，機能。4...
  1. The shear mechanism, failure mode, deformation capacity, bearing capacity and the reliability of the anchored angle steels of the wrapped steel concrete cast - in - site frame typical story exterior joints under the middle and high axial compression ratio ( n = 0. 3, 0. 5, 0. 6 ), the working performance, failure mode, and the shear capacity of top story joints under the crack moment, the hysteresis characteristic and the dissipation energy capacity of the test joints are all analysed based on the 1 / 4 model pseudo - static tests of five specimens of wrapped steel concrete cast - in - site frame exterior joints, which varied in axial compression ratio, distribution of the beam angle steels and the stirrup ratio

    基於上述分析，本次試驗通過五個外包鋼混凝土邊節點1 4比例模型的偽靜力試驗，以柱的軸壓比、梁角鋼布置形式、配箍率等為主要參數，分析外包鋼混凝土現澆框架一般層邊節點在中高軸壓比（ n = 0 . 3 、 0 . 5 、 0 . 6 ）條件下，節點的抗剪機理、破壞模式、變形能力、承載能力和角鋼錨固的可靠性；分析了頂層邊節點在張開彎矩作用下的工作性能、破壞模式和抗剪承載力；分析了試驗節點的滯回性能和耗能能力。
  2. 2. the punching shear carrying capacity could be divided into concrete action and reinforcement dowel action in theory. the paper also gives factors influencing punching shear capacity both normal slabs and sfrc slabs

    從受力機理上將板的沖切承載力分為混凝土承載力和鋼筋銷栓作用兩部分，並分析影響混凝土板和鋼纖維混凝土板沖切承載力的因素。
  3. Variation of punching shear capacity of slabs and footings with concrete strength

    板及基礎沖切承載力隨混凝土強度的變化
  4. Based on the pseudo - static experimental results of nine abnormal joints, the damage process of abnormal joint is divided into four stages of original crack, entire crack, ultimate state and failure, the effect of axial force ratio, stirrup ratio and height of column section on seismic behavior of abnormal joint are discussed, the conclusion that anti - shear capacity of abnormal joint are studied in entire crack state by studying the minor core of abnormal joint is made, the calculating formula for anti - shear capacity of abnormal joint is proposed with a view to asymmetry in stirrup yield

    摘要根據9個鋼筋混凝土框架異型節點試件的擬靜力試驗結果，指出異型節點受力過程分為初裂、通裂、極限和破壞4個階段；討論了軸壓比、節點核芯配箍率、柱截面高度變化對異型節點抗剪性能的影響；提出應考慮節點核芯區箍筋屈服的不均勻性並在通裂狀態下以「小核芯」為分析單元來研究此類節點抗剪承載力的建議；最終給出了異型節點抗剪承載力的計算公式。
  5. The problem two is the stirrup in the core of beam - column joint was insufficient because of designing or construction. so the shear capacity and ductility of beam - column joint will decrease

    框架節點核芯區柱箍漏放或數量不足，引起節點抗剪承載力降低，延性不足。
  6. The uniform calculation method for shear capacity of r. c. beams

    鋼筋混凝土梁受剪承載力的統一計算方法
  7. We respectively allow for each factor that can affect the beam ' s bearing shear capacity before we decide which measure we will apply

    從影響連梁受剪承載力的各個因素分別加以考慮，確定在實際工作中所選擇的方式。
  8. Abstract : based on the systematic analysis of the shear behavior for r. c. beams, the tests of 11 simple supported beams under the top concentrated loads and the uniform loads are supplemented. the prime variable is shear span ratio, span depth ratio, horizontal web reinforcement ratio and vertical web reinforcement ratio. according to the test results, the working behavior, the prime shear failure modes, the effect of concrete and web reinforcement ( horizontal web reinforcement and vertical web reinforcement ) and other aspects of r. c. beams are analysed. the uniform calculation method for shear capacity of deep beams, short beams and shallow beams for practical is presented

    文摘:在對國內外鋼筋混凝土梁的受剪性能進行較系統分析的基礎上，補充了11根鋼筋混凝土簡支短梁在頂部集中荷載和均布荷載作用下的試驗，試驗梁的主要變化參數為剪跨比、跨高比、水平腹筋率和垂直腹筋率.根據試驗結果，對試驗梁的工作性能、主要的剪切破壞形態、混凝土項的抗剪作用、抗剪腹筋（包括水平腹筋、垂直腹筋）的作用等進行了較為深入的分析，提出了可適用鋼筋混凝土深梁、短梁和淺梁相互協調的受剪承載力的統一計算方法
  9. Realized from the punching cracking characteristic, its punching shear capacity is related closely to the number of hollows crossing the punching cracks

    根據柱端沖切裂縫分佈特性可知，空心板的抗沖切承載力與柱邊裂縫穿過空心體的數量有密切聯系。
  10. Shear capacity of r c continuous short beams

    鋼筋混凝土連續短梁受剪承載力計算
  11. Nonlinear fem analysis for shear capacity of reinforced block masonry shear wall

    配筋砌塊砌體剪力墻抗剪承載力非線性有限元分析
  12. A simplified formula for the shear capacity of rc simply supported beam which strengthened with the cmmr is proposed in this paper. 3 、 the shear capacity of rc beam strengthened with cmmr is studied. though the test of fourteen simply supported reinforced concrete beams and five overhanging reinforced concrete beams with cmmr, it analyses the effects of shear - span ratio, web reinforcement ratio of cmmr, style of loading, preloading on strengthening, and compares them with rc beams using ordinary stirrup

    3 、根據本文進行了的14根混凝土簡支梁和5根混凝土伸臂梁的水泥復合砂漿鋼筋網抗剪加固試驗，分析了剪跨比、鋼筋網配筋率、加固形式以及持荷狀態等因數對整個構件極限抗剪承載力的影響，並與混凝土梁進行了比較。
  13. For a seismic shear capacity predictive equation for ductility reinforced concrete columns the shear tests of 10 columns and analysis under cyclic load have been made

    為此本文進行了10個框架柱試件的試驗研究，于國內首次對鋼筋混凝土框架柱塑性鉸區域剪切性能進行研究。
  14. A seismic shear capacity equation for ductility and non - ductility columns is proposed to amount for the reduced shear contribution of concrete as to the increasing of displacement ductility levels. 6. the behavior of columns * transverse displacement within yield hinge regions is also discussed based on truss - arch model. 7. the seismic shear capacity design equation of columns with various ductility levels is proposed in statistic method on the basis of test data collected from japan and china to simplify the equation resulted from truss - arch model

    對國內外試驗資料進行了統計分析，詳細分析了剪跨比、軸壓比及配箍特徵值對框架柱構件抗剪承載力的影響，得到了反復荷載下框架柱塑性鉸區域極限承載力計算的統計公式；在理論推導公式及統計公式的基礎上，參考國內外規范，首次管品武；鋼筋混凝土框架柱塑性鉸區抗剪承載力試驗研究及機理分析提出了鋼筋混凝土框架柱塑性鉸區域剪切承載力抗震延性設計實用公式。
  15. 5. the truss - arch model is brought up to analyze the shear capacity of columns within yield hinge regions. the shear contribution of concrete and transverse reinforcement, the response of various displacement ductility factors under cyclic load is described

    本文還推導了框架柱塑性鉸區域橫向剪切變形計算公式，探討了塑性鉸區域剪切變形與彎曲變形成分隨加載循環次數增加而變化的規律。
  16. In this paper, shear capacity of existing rc t - section beams using cfrp composites is discussed

    本文主要研究了碳纖維布對鋼筋混凝土t梁的抗剪加固。
  17. Based on the experiments of five models of rc t - section beams, the ultimate shear capacity of rc t - section beams strengthened with different number of plies, paste formats and initial loads is evaluated

    以五片t梁模型破壞試驗為基礎，研究了碳纖維布粘貼層數及方式和二次受力對鋼筋混凝土t梁抗剪極限承載力的影響規律。
  18. Additional research work on the behavior of shear characteristics had been carried out. though the tested beams had no stirrups, they possess fine mechanical properties and high shear capacity

    用本文第五章所建立的公式（ 5 . 27 ）計算rpc疊合梁斜截面抗剪強度，與試驗值較為吻合，用rpc材料本身抗剪安全可靠。
  19. By the balance equation under the limited stage, the shear in the joint core is solved, and the shear capacity under the earthquake week cycle load is analysed

    根據達到極限狀態時節點的平衡方程，求出節點核心區總剪力，進而對其在低周期反復載荷作用下的承載力進行了分析。
  20. The calculation process indicate that it is easy to calculate the flexural capacity and the shear capacity of rc beams strengthened by bfrp based on the design code for strengthening concrete structure

    計算結果表明，設計人員可以方便地按現行加固設計規范對玄武巖纖維受彎、受剪加固進行計算。
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