建築構造計算プログラムの特性比較 ... - abhc.jp

1 2011 1 No ( ) ( ) IV+ ( ) La CREA ( ) 1 5 1/2 ( ) 5 1/2 (FL ) 2 FL FL FL FL 1 3 3 3 4 X,Y,Z, X, Y.

2 Z 5 6 20 NL/ NL 20% 20 L L 20 7 - 1/10 No ( ) ( ) IV+ ( ) La CREA ( ) 8 0 9 10 1 2 1 2 1 2 1 PH 11 RC (NG ) ( )

3 3 OK 12 13 CMoQo CMoQo 14 15 1 1 1 1 16 P 284 2/10 No ( ) ( ) IV+ ( ) La CREA ( )

4 17 15 18 Lo/L Lo/L RC / 1 2 1 2 / 19 r3 r1 r3 r3 r1 r2 h 1 3 1 3 1 3 h 1 3 1 3 1 3 20 RC 50 50% 50% 50 21 Qsu M/Q=hw M/Q=hw/2 hw Qsu 22 23 490 3/10 No

5 ( ) ( ) IV+ ( ) La CREA ( ) 1 (S ) S 2 + 3 2

6 4 1 2 3 Fes 4/10 No ( ) ( ) IV+ ( ) La CREA ( ) 4 5 (S ) (S )

7 RC S 6 7 8 9 F1,BF1 10 BF1 / 5/10 No ( ) ( ) IV+ ( ) La CREA ( )

8 11 dt Mu Mu cm2 Mu Mu Mu Mu Mu t 12 1/2 13 Dw n= n= n 14 =100 30,000 100 =1 =100 1/2 15 16 1000 1 100 1 500 6/10 No ( ) ( ) IV+ ( ) La CREA ( )

9 17 I=Iw+Is-Io w= s= = w+ s- I 1 max 2 2 1 2 2 1 3 2 n 2 2 4 dt dt 6cm 2 40mm + /2 2,3 1,2 2,3 2 3 5 6 RC 1991 1999 RC NG RC RC RC W RC RC RC 1991 17 7/10 No ( ) ( ) IV+ ( ) La CREA ( )

10 1 Ds 2 3 ( ( 4 5 2 2 1 M-N 2 M-M-N 2 6 Ds Ds Ds 7))