10规范本构（计算用） .xlsx
2021-07-20 评论：2 下载：7
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10规范本构计算excel表，可用于推覆分析
节选段落一：
0.8898842926 0.0093986689
7 0.0123219545 0.9913895041 3.6603857707 0.0001060981 0.0122158563 0.9072072422 0.0111785663
8 0.0140822337 0.9935746768 3.1216601423 0.0000904829 0.0139917508 0.9198418863 0.0129534284
9 0.0158425129 0.9950239257 2.7197564604 0.0000788335 0.0157636794 0.9294587053 0.0147249615
10节选段落二：
0.8672410471 0.0005713083
7 0.0007685595 0.9867830377 0.3504517737 0.000010158 0.0007584015 0.885034952 0.0006802021
8 0.0008783538 0.9896644978 0.3131988387 0.0000090782 0.0008692755 0.898336328 0.0007890571
9 0.000988148 0.9916610918 0.284282597 0.0000082401 0.0009799079 0.9086823774 0.0008979127
10节选段落三：
0.0703955147 0.9850896919 0.0693613161 0.0088041249
45 0.0792125644 0.9998250497 0.4781099419 0.0000138583 0.0791987061 0.9867731234 0.0781648296 0.0088035134
50 0.0880139604 0.9998587473 0.4289113421 0.0000124322 0.0880015282 0.9881150205 0.0869679163 0.0088030867
装配整体式低轴压比混凝土剪力墙结构抗震性能研究
0.8898842926 0.0093986689
7 0.0123219545 0.9913895041 3.6603857707 0.0001060981 0.0122158563 0.9072072422 0.0111785663
8 0.0140822337 0.9935746768 3.1216601423 0.0000904829 0.0139917508 0.9198418863 0.0129534284
9 0.0158425129 0.9950239257 2.7197564604 0.0000788335 0.0157636794 0.9294587053 0.0147249615
10节选段落二：
0.8672410471 0.0005713083
7 0.0007685595 0.9867830377 0.3504517737 0.000010158 0.0007584015 0.885034952 0.0006802021
8 0.0008783538 0.9896644978 0.3131988387 0.0000090782 0.0008692755 0.898336328 0.0007890571
9 0.000988148 0.9916610918 0.284282597 0.0000082401 0.0009799079 0.9086823774 0.0008979127
10节选段落三：
0.0703955147 0.9850896919 0.0693613161 0.0088041249
45 0.0792125644 0.9998250497 0.4781099419 0.0000138583 0.0791987061 0.9867731234 0.0781648296 0.0088035134
50 0.0880139604 0.9998587473 0.4289113421 0.0000124322 0.0880015282 0.9881150205 0.0869679163 0.0088030867
装配整体式低轴压比混凝土剪力墙结构抗震性能研究
