ultimate shear 中文意思是什麼
ultimate shear
解釋
極限剪力-
Based on the analysis of mechanism for joint region, the " frame - wall " and " aslope compression stub column " mechanical models and yielding patterns of core zone of the joints are set up. the shear load - carrying formulation for joint core zone is also given in terms of plastic ultimate analysis. and then, the comparisons between the formulas given in this paper and that of chinese design code ( draft ) and nonlinear fem as well are presented
對節點核心區的抗剪，通過受力機理的分析，建立了鋼「框架剪力墻」加混凝土「斜壓短受力體系及其屈服機制，根據塑性極限分析，給出了節點核心區抗剪承載力計算的迭加公式， 《規程》公式和非線性有限元近似模擬分析結果進行了比較。 -
In addition calculative formulas of the ultimate load aim at corbels in flexural. corbels in shear is rarely studies
另外，承載力的計算公式也是針對牛腿受彎破壞建立的，對牛腿受剪性能的研究還比較少。 -
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。 -
The results of experiments shows that core column can increase flexural and shear resistant capacity and improve deformability and entirety of composite walls ; it is coordinate ductility of two composite walls joining wire or steels out - of - plane ; the seismic of composite walls joining with wire is fine than joining with steels ; the deformation of out - of - plane only affect the crack - loading, the ultimate carrying capacity and ductility in - plane nearly has no change
墻片試驗表明:芯柱可以增加復合墻體的抗彎和抗剪承載能力，改善墻體的變形能力和整體性;分別應用鋼絲網片和鋼筋連接的兩種復合墻體的平面外延性大致相同，內外葉墻協同工作良好;內外葉墻之間的連接提高了外葉墻砂漿層抗拉強度，同時也提高了復合墻體向外葉墻方向的抗推和抗拉承載力。 -
Until now, the domestic and overseas scholar has studied the factors that have effect on performance of steel fiber reinforced concrete corbel such as shear span to depth, strength of concrete, reinforcement ratio ( including longitudinal reinforcement and stirrup ) and ratio of horizontal to vertical load. for calculating the cracking load, and ultimate load domestic and foreign scholar has brought forward a series of calculative formulas and methods have been put forward that based on statistical analysis, flexural model and truss model
到目前為止，國內外學者已研究了剪跨比、混凝土強度、配筋率（包括縱向鋼筋和箍筋） 、水平荷載與垂直荷載之比等因素對鋼筋鋼纖維混凝土牛腿受力性能的影響，對牛腿的抗裂計算和承載力的計算，國內外學者曾提出了基於數理統計分析、彎壓模型和桁架模型等的一系列計算方法和計算公式。 -
In static test, t - shaped and l - shaped specimens were respectively divided into four groups according to concrete strength grades, sectional height to thickness ratio, reinforcement ratio and ratio of axial compressive force to axial compressive ultimate capacity of section. how these factors affect the load - carrying and deformation of short - leg shear wall is known by analysis the result
在擬靜力試驗中對t形和l形短肢剪力墻分別進行了四組試驗，通過對試驗結果的分析，揭示了混凝土等級、截面配筋率、軸壓比和墻肢截面高厚比等因素對短肢剪力墻承載力和變形的影響。 -
3 ) a study is carried out to understand the changing rule of ultimate load and stiffness with the different reinforcement ratio of anti - punching shear bar. the increasing speed of the ultimate load is slower than that of the reinforcement ratio is indicated
3 .對不同抗拔鋼筋配筋率的鋼筋混凝土承臺-鋼柱腳抗拔極限承載力和剛度變化規律進行了計算分析，發現了隨著承臺中抗拔鋼筋配筋率的提高，其承載力提高的比例逐步減小的規律。 -
Moreover, the measured ultimate shear from the tests were compared with that predicted from china design code of reinforced concrete structures, gb50010 2002, and that from the response2000, which is based on modified compression field theory by michael collins, both were undertaken before the experiments
文中還將試驗實測承載力與我國現行混凝土結構設計規范抗剪設計公式的預測值和基於修正斜壓場理論的抗剪分析程序response2000的分析結果進行了對比。 -
Based on the result of failure by shear of recycled concrete beams and using the ultimate equilibrium theory, a formula for the shear strength of recycled concrete beams is recommended
根據13根再生混凝土梁的剪切破壞結果，依據極限平衡理論，提出再生混凝土梁受剪承載力的計算公式。 -
The test study of the brick wall cement mortar reinforced with steel mesh indicates : when the consolidated brick wall fail in bending - shear, its ultimate horizontal load and drift stiffness respectively is 1. 5 and 2 times bigger than that of brick wall
試驗表明，經鋼筋網水泥砂漿面層加固的墻體；在發生彎剪破壞時，極限水平荷載可以達到原墻抗剪強度的1 . 5倍以上，抗側剛度可以達到原墻體的2倍以上，剛度的提高大於強度的提高。 -
Since the common loads had little effects to the relative displacement of top floor in cshbb, so it was unnecessary to considering them in normal use ultimate state. thermal effects had no influence to the resist compression bearing capacity and resist shear bearing capacity, but had great
溫度作用對砌體結構的抗壓和抗剪承載能力沒有影響，但對砌體結構的頂層山墻和外縱墻的彎曲抗拉承載能力起控製作用，需要考慮溫度作用和荷載的組合問題。 -
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。 -
Based on the test data of hundreds of pre - stressed concrete beams, this paper studies the factors that influence the ultimate shear strength of those beams. and those factors have been analyzed by correlation analysis of grey system theory. the analysis result shows that which is the first factor influences the ultimate shear strength and which one is the next
本文根據國內外預應力混凝土梁斜截面抗剪承載力試驗資料，分析了影響預應力混凝土梁斜截面抗剪承載力的主要因素，並對這些因素進行灰色關聯分析，得出各因子對預應力混凝土梁斜截面抗剪承載力影響程度的大小排序。 -
The feasibility of applying neural networks to evaluate the performance of the columns is investigated. two prediction models, one for earthquake - resistance property and the other for ultimate shear strength, are established. in the further research, the influence of various parameters on the earthquake - resistance property and ultimate shear strength are discussed
探索應用人工神經網路對核心柱的力學性能進行評估的可能性，分別建立了核心柱的抗震性能和抗剪承載力的預測模型，進而利用該模型討論了不同參數變化對二者的影響。 -
Furthermore, simplified calculation methods is given to predict the ultimate shear capacity of masonry wall strengthened with gfrp sheet. the calculating results are matched well with the experimental results
針對兩種加固方式分別建立了gfrp布加固墻體的抗剪極限承載力計算方法，計算結果和試驗數據基本吻合。 -
The failure mechanism and the pattern of damage are analyzed in this paper. on the grounds of experimental results and theoretical analysis, the formula of ultimate shear capacity of prestressed masonry wall is established
分析了預應力砌塊砌體的受力、破壞機理，結合試驗結果，探討了預應力砌體抗裂及抗剪承載力計算公式。 -
An equation to calculate ultimate shear - resistant capacity of src column and steel beam joint is discussed, with consideration of the actions of concrete, steel web and horizontal hoop. the effects of axial press and steel wing under loads are also discussed
探討考慮混凝土、型鋼腹板、箍筋共同貢獻的勁性柱?鋼梁節點極限抗剪承載力計算公式，並就軸壓力、翼緣在節點受力過程中的作用進行了分析與評價。 -
The experiment results indicate that bonding gfrp sheet can improve the ultimate shear capacity and ultimate displacement of brick walls obviously, and the wall strengthened with gfrp sheet have greater energy dissipation capacity. the dynamic characteristic of masonry members will not been changed by bonding gfrp sheet
試驗結果表明，粘貼gfrp布可以有效地提高墻體的抗剪極限承載力和極限位移，改善墻體的抗震性能，並且粘貼gfrp布后不會改變墻體本身的動力特性。 -
From the experiments, the number and width of fracture are obviously decreased, and pasting cfrp laminates play important role in improving rc construction durability ; with anchoring, premature is prevented and the ultimate shear capacity is increased ; taking properly anchoring measure, the ultimate shear capacity of rc t - section beams of initial loads is higher than that of no initial loads ; under non - anchoring case, because the rehabilitation of rc t - section beams with cfrp laminates are destroyed suddenly, the reinforcement effect maybe decrease
試驗結果表明，粘貼碳纖維布顯著減小了鋼筋混凝土t梁的裂縫數量和寬度，抑制了裂縫的開展，對提高普通鋼筋混凝土構件耐久性有重要作用；採用適當的錨固措施可以有效防止構件發生早期破壞，提高構件的極限抗剪能力；對于有錨固的粘貼方式，有預加載的t梁抗剪極限承載力明顯高於無預加載的t梁。試驗還表明，在無錨固的情況下，用碳纖維布作抗剪加固后的t梁破壞較突然，有可能使梁的加固效果出現負效應。 -
In theory research based on truss theory, the effective length of the cfrp sheet and ultimate capacity of paste layer is introduced, then the calculation procedure of the ultimate shear capacity of rc t - section beams strengthened with cfrp laminates is put forward, so did the reinforcement design method of normal service phase
基於桁架理論，引用有效粘貼長度的概念，以粘貼層所能承受的極限抗力為計算控制參數，提出了碳纖維布對鋼筋混凝土t梁極限承載力及正常使用階段的加固計算方法。
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