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1 166

2 167

3 168 - ( ) W Q(x) ky y max =max/y ky y max T T1 T2 T3 ky T T1 T2 T3 ky1 ky2 ky3 2 =2/T

4 EI ky Mm Mm My My EI Mc Mc EI cy m n cy m K Teq ky Teq ky Teq - 169

5 170 YUSAYUSA (sec) (gal) 322gal (sec) (gal) 749gal

6 5000 h=0.05 (gal) (sec) ( ) 15 - H ( 1 F ) PL = L wdz 0 - w = z PL FL H 171

7 5 P L 20 h= (gal) (sec) 20 20<P L h= (gal) (sec)

8 (gal) <P L <20 20<P L (sec) 5<P L <20 T< T <T< <T 1275T <P L T< T 0.2<T< <T 1721T ( ) gal gal

9 5<P L <20 (gal) <P L 200 (gal) (sec) (sec) 5<P L <20 (gal) (sec) 20<P L (gal) (sec) 174

10 1000 (gal) (sec) ( 20) Frequency Response Fanction 2 amp period(sec) parzen window 1.2Hz 2 5<P L < <P L amp. 1 amp period(sec) period(sec) ( ) 175

11 Clough

12 177

13 P L > (sec) ( 20) <P L < (sec) ( 20) 178

14 P L > (sec) ( 20) <P L < (sec) ( 20) 179

15 M Mm My Mc C EI c y m n M Mm My Mc C EI c y m n kh kv ksv Av EI FL0.6 tan -1 kh kh ksv kvav tan -1 ksv tan -1 kv K ky T eq = 2. 0 Teq W W K K 180

16 181

17 182

18 183 - g k h D F δ = - N/cmk h N/cm 3 D c g c - CASECASE - CASE 2 G 1 G 2 G eq + = - Geq G1 G2 CASE3

19 (mm) CASE mm sec (sec) 80 CASE mm sec (sec) 100 CASE mm sec (sec) CASECASECASE (mm) N/m CASE - 184

20 (9.8N/cm) CASE1 CASE2 CASE3 1: (9.8N/cm) 4 d y EI = F k h Dy - 4 dx EI (Ncm 2 )kh (N/cm 3 ) (cm) D (cm)f N/cm 185

21 M(9.8N*cm) M(9.8N*cm) M(9.8N*cm) (cm) CASE1 CASE2 CASE3 186

22 )

23 188 1),11) 1000mm 13m PC 19.2m1 15 N 50 50m 12) ( ) 8

24 189

25 190

26 191

27 192 G.L.-3.3m7.8m PL=24.6

28 sec PL mm

29 PL20 194

30 mm 12) mm 241

31 ) 2.5m 10) 32cm 50cm 50m 32cm cm

32 197 55

33 198

34 199 14),15)

35 200 -

36 201

37 1) -- 13, pp ) Veletsos,A.S.,and N.M.NewmarkDeformation Spectra for Elastic and Elastoplastic Systems subjected to Ground Shock and Earthquake MotionsProc. 3WCEE,New Zealand,Vol.2pp ), YUSAYUSA ),, 13,pp ),, Vol.28,No ),,,, 13,pp ) Jennning,P.C.Periodic Response of a General Yielding StructureProc. ASCE Vol.90,EM2pp ), 54 -Bpp ), (1),(2),(3) ), pp ), 13,pp ), 13, pp ),,, pp ),, Vol.12,No.7 pp ), 1964 S Vol.36,No,6pp

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