【摘要】 通过分析T形柱构件与T形柱框架的拟静力试验结果,探讨了单个构件与整体框架的破坏机理,讨论了T形截面柱框架在强震过程中柱铰的特点及梁铰机制的形成,指出T形截面柱框架的抗震性能在某些方面优于矩形柱框架.更多还原

【Abstract】 The paper analyses the quasistatic test of the Tshaped R.C.column and the Tshaped column frame structure. The failure machanism is discussed on the basis of the test.The aseismic behavior of the Tshaped column frame structure is disscused. The study concerns the peculiarity of column hinge and the beam hinge mechanism of the structure,and then concludes that this frame structure has a better aseismic behavior than the rectangle column frame structure.更多还原