| 错层无构造 | 分步错层 | ||
周期Ti/s | T1 = 3.2413(X) | T4 = 0.9928 | T1 = 3.2419(X) | T4 = 0.9932 |
T2 = 3.2030(Y) | T5 = 0.8197 | T2 = 3.2034(Y) | T5 = 0.8195 | |
T3 = 2.3997(T) | T6 = 0.6886 | T3 = 2.3993(T) | T6 = 0.6884 | |
地震作用方向 | X向 | Y向 | X向 | Y向 |
基底剪力Q/kN | 3302.3 | 2786.6 | 3406.4 | 2787.3 |
基底倾覆弯矩M/(kN∙m) | 106731.1 | 151006.9 | 106528.0 | 146233.0 |
顶点位移 | 28.9 | 39.3 | 28.9 | 38.9 |
最大层间位移角 | 1/1978 | 1/1867 | 1/1980 | 1/1899 |
| 斜梁板 | 加腋 | ||
周期Ti/s | T1 = 3.2369(X) | T4 = 0.9921 | T1 = 3.1859(X) | T4 = 0.9473 |
T2 = 3.1975(Y) | T5 = 0.8175 | T2 = 3.0789(Y) | T5 = 0.8018 | |
T3 = 2.3937(T) | T6=0.6868 | T3 = 2.3936(T) | T6 = 0.6717 | |
地震作用方向 | X向 | Y向 | X向 | Y向 |
基底剪力Q/kN | 3487.4 | 2810.2 | 3447.2 | 2800.6 |
基底倾覆弯矩M/(kN∙m) | 106,288.3 | 144,198.3 | 107,557.8 | 156,866.7 |
顶点位移 | 28.8 | 38.6 | 29.3 | 36.2 |
最大层间位移角 | 1/1985 | 1/1917 | 1/1899 | 1/1995 |