staggered joints 中文意思是什麼
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Sliding displacement of beam longitudinal bars in staggered joints is smaller than in ordinary joints, and the beam bar " overstrength in staggered joints is more serious than in ordinary joints when shear force is equal in the two types of joints
2在節點所受剪力相同的情況下，錯層節點中梁縱筋的粘結滑移比普通節點的要小，梁筋的超強更嚴重。 -
4. axial compressive ratio is advantageous to seismic behavior of staggered joints. it can improve joints first crashing loads, shear resistance capacity and reduce the sliding displacement of beam bars
軸壓比對節點的抗震性能有利，它可以提高節點的初裂荷載、抗剪承載力、減小節點中梁筋的粘結滑移量。 -
With the diversification of people ' s esthetic sentiment to upholstery, the staggered reinforced concrete frames are used more and more widely. specifications for staggered joint are n ' t contained in code for design of concrete structures gb50010 - 2002, so, the research on shear transfer mechanisms ; seismic behavior and shear resistance of staggered joints is urgent
隨著人們建築室內審美情趣的日益多樣化，錯層框架結構在國內應用越來越廣泛，目前的《混凝土結構設計規范gb50010 - 2002 》中還沒有針對錯層節點的專門規定，因此，對鋼筋混凝土錯層節點的傳力機理、抗震性能和抗剪承載力的研究就顯得尤為迫切。 -
Stirrup joints ( congruence ) should be staggered in the last two of erect steel
箍筋的接頭（彎鉤疊合處）應交錯布置在兩根架立鋼筋上 -
Staggered joints failure is lighter than ordinary joints when the area of beam bars is same in the two types of joints
在梁筋配筋相同的情況下，錯層節點的破壞程度較普通節點的輕微。 -
5. the formulae that the lately issued code for design of concrete structures gb50010 - 2002 offered are applicable for design of staggered joints, considering joints failure not serous and the difference very little between calculative values and experimental values of staggered joints
考慮到梁中縱筋配筋偏低，節點破壞輕微，節點抗剪承載力計算值與實驗值相差很小，故可認為新頒布的《混凝土結構設計規范gb50010 - 2002 》給出的公式仍可用於錯層節點的計算。 -
Experiments of six staggered beam - column joints of rc frame under slow cyclic loading are completed, among which three specimens " elevation difference of beams is one beam height and the others " is two - third of beam height, through the experiment study and the compare of their seismic behavior with ordinary joints ', the following is concluded : 1
本文通過對按混凝土結構設計規范設計的六個錯層高度為一個梁高和2 3個梁高的梁-柱錯層組合體的低周反復加載試驗，將錯層梁-柱組合體的受力性能與普通梁-柱組合體的受力性能作了比較，得出以下結論： 1 -
3. the performance of staggered joints is similar to ordinary joints ', not only about the plump of hysteresis curves, energy dissipation, but also the time, the rapidity of shear resistance decrease and the degree of joints stiffness degradation. only the displacement ductility coefficient in staggered joints is little smaller than in ordinary joints
錯層節點的抗震性能比普通節點的抗震性能基本差不多，不管是從梁端滯回曲線的飽滿程度、耗能系數，還是從節點承載力降低的早晚、快慢、節點剛度退化的程度上來說，都是這樣，唯有錯層節點的位移延性系數，要比普通節點的稍差一些。
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