1、表 4-7 水平地震作用下框架剪力及弯矩标准值柱号层次层间剪力层间刚度各柱刚度Dim/Di Vim=(Dim/Di)VikK yh Mc 下 Mc 上 Mb 右 Mb 左5 590 558000 18750 0.0336 19.82 1.98 1.44 28.54 42.81 42.81 -4 21135 558000 18750 0.0336 38.14 1.98 1.62 61.79 75.52 104.06 -3 1552 558000 18750 0.0336 52.15 1.98 1.80 93.87 93.87 155.66 -2 1841 558000 18750 0.0336
2、61.86 1.98 1.80 111.35 111.35 205.22 -A1 2011 348864 10240 0.0336 59.12 1.25 2.95 174.40 94.59 205.94 -5 590 558000 17625 0.0294 18.64 1.75 1.40 26.10 41.01 17.91 23.104 1135 558000 17625 0.0316 35.87 1.75 1.58 56.67 72.46 43.03 55.533 1552 558000 17625 0.0316 49.04 1.75 1.80 88.27 88.27 63.28 81.652 1841 558000 17625 0.0316 58.18 1.75 1.79 104.14 105.31 84.52 109.06B1 2011 348864 12136 0.0348 69.95 2.22 2.50 174.88 143.40 108.08 139.46
