耐震設計 - poly.kz.tsukuba.ac.jp

1 2007/07/16 17km 15 2345 6900 S S2 S S1 S2 S1 S1,S2 M1,M2, 1, 2 1966 M.

2 :tT2sinTStExnnnN0nnVe 10 5 10 11 8 25 ( ) I II S1 S2 Ss 1 0 KxxC)

3 Xx(Me 1940 5 18 2007 16 10 13 19 (2007 ) 2005 3 20 6 1898 1/4 1/6 )t(xe M/K,MK2/Chxxxh2xe2 1en1n1n21n1nnn1n21n2nnn1nxxh2xxtxx21xxtx tx21txxx 1. tn+1 2. tn+1 1nx 1nx 1nx gWh.)

4 Th,TSgWPP0000 Amaxmax -> P k W K= /g 1923 k= k CI NijjIiwCQ :Z:n:C:A:RCARCnCC0it0itiiI Rt Ai 1 T31T211 Aiii n A n= B n= C n= NijjiiwnCQ 1 A B C A C 2