在试验的基础上,讨论了剪跨比、轴压比、暗柱、荷载角、肢高厚比以及配箍率对陶粒混凝土T形柱抗震性能(水平承载力、刚度、延性)的影响,比较分析了陶粒混凝土T形柱和普通混凝土T形柱抗震性能的异同。剪跨比小、轴压比低、设有暗柱或箍筋加密的T形陶粒混凝土柱抗震性能较好;普通混凝土T形柱的抗震性能好于陶粒混凝土T形柱的。 On the basis of the experiment, the influence of shear span ratio, axial compression ratio, dark column, load angle, limb height to thickness ratio and stirrup ratio on the seismic behavior (horizontal bearing capacity, stiffness and ductility) of T-shaped ceramsite concrete columns , The similarities and differences of seismic behavior of T-shaped columns of ceramsite concrete and ordinary concrete T-columns are comparatively analyzed. T-shaped ceramsite columns with low shear-span ratio and low axial compression ratio and with dark columns or stirrups are better than those of T-shaped ceramsite concrete columns.