附表4.1
|
δ=0.0 |
||||||||||
|
ξ1=ξ2 |
0.1 |
0.2 |
0.3 |
0.4 |
0.5 |
0.6 |
0.7 |
0.8 |
0.9 |
1.0 |
|
ξ |
0.657 |
0.710 |
0.756 |
0.797 |
0.836 |
0.872 |
0.906 |
0.939 |
0.970 |
1.000 |
附表4.2
|
δ |
ξ2 |
0.1 |
0.2 |
0.3 |
0.4 |
0.5 |
|
0.10 |
0.5 |
0.805 |
0.811 |
0.813 |
0.814 |
0.815 |
|
0.6 |
0.845 |
0.852 |
0.854 |
0.855 |
0.856 | |
|
0.7 |
0.882 |
0.890 |
0.892 |
0.893 |
0.894 | |
|
0.8 |
0.918 |
0.926 |
0.928 |
0.930 |
0.930 | |
|
0.9 |
0.952 |
0.960 |
0.963 |
0.964 |
0.965 | |
|
1.0 |
0.984 |
0.993 |
0.9996 |
0.998 |
0.998 | |
|
0.15 |
0.5 |
0.768 |
0.792 |
0.779 |
0.801 |
0.803 |
|
0.6 |
0.808 |
0.832 |
0.840 |
0.843 |
0.845 | |
|
0.7 |
0.845 |
0.871 |
0.897 |
0.883 |
0.886 | |
|
0.8 |
0.880 |
0.908 |
0.917 |
0.921 |
0.924 | |
|
0.9 |
0.914 |
0.943 |
0.953 |
0.957 |
0.960 | |
|
1.0 |
0.945 |
0.977 |
0.987 |
0.992 |
0.995 | |
|
0.20 |
0.5 |
60.712 |
0.761 |
0.776 |
0.784 |
0.789 |
|
0.6 |
0.748 |
0.803 |
0.820 |
0.828 |
0.833 | |
|
0.7 |
0.782 |
0.841 |
0.860 |
0.869 |
0.875 | |
|
0.8 |
0.813 |
0.878 |
0.898 |
0.908 |
0.914 | |
|
0.9 |
0.843 |
0.913 |
0.934 |
0.945 |
0.951 | |
|
1.0 |
0.871 |
0.946 |
0.969 |
0.980 |
0.987 | |
|
0.25 |
0.5 |
0.638 |
0.722 |
0.751 |
0.765 |
0.774 |
|
0.6 |
0.668 |
0.762 |
0.794 |
0.810 |
0.819 | |
|
0.7 |
0.696 |
0.799 |
0.834 |
0.850 |
0.861 | |
|
0.8 |
0.721 |
0.834 |
0.871 |
0.890 |
0.901 | |
|
0.9 |
0.745 |
0.866 |
0.907 |
0.927 |
0.939 | |
|
1.0 |
0.766 |
0.897 |
0.940 |
0.962 |
0.975 | |
|
0.30 |
0.5 |
0.557 |
0.677 |
0.721 |
0.744 |
0.757 |
|
0.6 |
0.580 |
0.713 |
0.762 |
0.788 |
0.803 | |
|
0.7 |
0.601 |
0.746 |
0.800 |
0.828 |
0.845 | |
|
0.8 |
0.620 |
0.776 |
0.836 |
0.866 |
0.885 | |
|
0.9 |
0.637 |
0.805 |
0.869 |
0.902 |
0.922 | |
|
1.0 |
0.652 |
0.832 |
0.901 |
0.936 |
0.958 | |
|
0.35 |
0.5 |
0.479 |
0.626 |
0.687 |
0.720 |
0.740 |
|
0.6 |
0.497 |
0.657 |
0.726 |
0.762 |
0.785 | |
|
0.7 |
0.512 |
0.686 |
0.761 |
0.801 |
0.826 | |
|
0.8 |
0.525 |
0。711 |
0.793 |
0.837 |
0.864 | |
|
0.9 |
0.536 |
0.735 |
0.823 |
0.871 |
0.900 | |
|
1.0 |
0.547 |
0.757 |
0.825 |
0.903 |
0.935 | |
|
0.40 |
0.5 |
0.411 |
0.574 |
0.651 |
0.694 |
0.722 |
|
0.6 |
0.424 |
0.600 |
0.685 |
0.734 |
0.765 | |
|
0.7 |
0.434 |
0.623 |
0.717 |
0.770 |
0.804 | |
|
0.8 |
0.443 |
0.644 |
0.745 |
0.803 |
0.841 | |
|
0.9 |
0.451 |
0.663 |
0.771 |
0.834 |
0.875 | |
|
1.0 |
0.458 |
0.681 |
0.796 |
0.863 |
0.907 | |
|
0.45 |
0.5 |
0.354 |
0.523 |
0.613 |
0.667 |
0.703 |
|
0.6 |
0.362 |
0.544 |
0.643 |
0.704 |
0.743 | |
|
0.7 |
0.370 |
0.563 |
0.670 |
0.736 |
0.780 | |
|
0.8 |
0.376 |
0.579 |
0.695 |
0.766 |
0.814 | |
|
0.9 |
0.382 |
0.594 |
0.717 |
0.794 |
0.845 | |
|
1.0 |
0.387 |
0.607 |
0.737 |
0.819 |
0.875 | |
|
0.5 |
0.5 |
0.306 |
0.476 |
0.576 |
0.640 |
0.684 |
|
0.6 |
0.312 |
0.492 |
0.601 |
0.672 |
0.721 | |
|
0.7 |
0.317 |
0.507 |
0.624 |
0.701 |
0.755 | |
|
0.8 |
0.322 |
0.519 |
0.644 |
0.727 |
0.785 | |
|
0.9 |
0.326 |
0.531 |
0.662 |
0.751 |
0.813 | |
|
1.0 |
0.329 |
0.541 |
0.679 |
0.773 |
0.840 |
※注:
δ为Hnl范围内未浇筑混凝土的钢骨架和混凝土强度不足10MPa部分的高度δHnl与Hnl的比值