抗震框架柱内力组合

11

+50%S Q；

8.810.8239.79-239.79

00-91.2491.24 00-198.16198.16 0091.24-91.24 00168.8-168.8 00-140.67140.67 000 000 00224.7-224.7 00-83.283.2 00-174.65174.65 0083.2-83.2 00148.78-148.78 00-123.98123.98 000 000 00200.25-200.25 00-72.1272.12 00-145.9145.9 0072.12-72.12 00124.29-124.29 00-103.58103.58 000 000 00152.7-152.7 00-55.8555.85 00-115.38115.38 0055.85-55.85 0098.29-98.29 00-81.981.9 000 000 00100.24-100.24 00-36.3236.32 00-74.0774.07 0036.32-36.32

0063.09-63.09 00-52.5852.58 000 000 0042.24-42.24 00-14.7714.77 00-28.6328.63 0014.77-14.77 0027.39-27.39 0022.83-22.83