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1、27 ,2 2011 M6null null null null null null null null nullWnullnullnullnullnullWORLD EARTHQUAKE ENGINEERINGVo.l 27, No. 2Jun. 2011null null l : 2010- 01- 26; null : 2010- 02- 25null nullTe:(1982- ), 3, V,1V Yr NTnullE-mai:l huz305 163null comnull nullYT: b 6(1960- ), 3,) =,p V,1V Y NyTnullE-mai:l yan
2、gs01 163null comcI|: 1007- 6069(2011) 02- 0211- 08 k# N胡仲有1,杨仕升2,李null 航2( 1. 500 0500nullVse 250 5m250nullVse 140 50mVsenull 140 15 80m 80mV2null s YTable 2null Categories of the sites by the predom inant period T / sI T 500r a Fr, La aYa , fak 200*rxr,Tr500nullVse 250 r aYa ,“ %ax , fak null 200*r
3、xr, V r250nullVse 140 r C Cr, ,*rxr, faknull 130Ar, rVsenull 1402132 null null null null null null null null null null null null null,: k# N4null L s#4. 1null y k ,rB,1 7/sYrnulla Trnull# * null , 16 19mbG dZK1aZK2 2 4,s rW “bZK1aZK2g Mo kTnV4V5b 4: c#M qM msYnm1m2,4 sTnV6bV4 null ZK1g Mo kTVTable4n
4、ull The shearwave test results of ZK1r /m k /m k/mg Mo /(mnull s- 1)rg Mo /(mnull s- 1)o /srnull 0. 4 0. 4 0. 4 2413null4 3null0 241Trnull 18. 46. 4 3. 0 2459. 4 3. 0 25312. 4 3. 0 26715. 4 3. 0 27318. 4 3. 0 281258null7 0null28null 500V5null ZK2g Mo kTVTable5null The shearwave test results of ZK1r
5、/m k /m k/mg Mo /(mnull s- 1)rg Mo /(mnull s- 1)o /srnull 0. 3 0. 3 0. 3 2383null3 3null0 238Trnull 18. 06. 3 3. 0 2439. 3 3. 0 25112. 3 3. 0 26315. 3 3. 0 27118. 0 2. 7 279256null0 0null28null 500V6null kTVTable 6null The groundm icrotremor test results of siteI| q/Hz /s Y12_3. 65 0. 2742_3. 65 0.
6、274 500V8null DK2g Mo kTVTable 8null The shearwave test results ofDK2r /m k /m k/mg Mo /(mnull s- 1)rg Mo /(mnull s- 1)o /sArnull 3. 7 3. 7 3. 7 135xTrnull 5. 4 5. 4 1. 7 200% null 8. 2 8. 2 2. 8 215Y null 9. 1 9. 1 0. 9 220xrnull1 11. 0 12. 1 1. 9 215null 500177. 8 0. 25V9null kTVTable 9null The gr
7、oundm icrotremor test results of siteI| q/Hz /s Y12_2. 93 0. 3412_3. 19 0. 313 20m) HY .v,9 rg Mo H |20m =1b8 , rrg Mo #r NT MBb L= ?Y$g Mo M ZL# ,5 Y,; b2172 null null null null null null null null null null null null null,: k# N5null YV L , # #r N,s Hq +Yb V/+ :( 1)YV | s )r +, , kZL,rTA+, aRGg Mo
8、 k ab(2)YV k rT X, ? #r Ys1 p, NT g Mo sTBb( 3)rY +,=MMbrHqea C, wLBVCnullnull,l, N, l, q brHq i C H, wLBVCnullnullnullnull, z, ? s b( 4) s kHq# f Z y Y, kT - “| V Lb VYVQ14 kHq vnull rnullb ID 1 nullyR,e, ,. g ur N J. F , 2004, 23(17): 3014- 3020nullXU Jiancong, JIANW enbin, SHANG Yuequan, et a.l A
9、pplication ofm icrotremor to site evaluation in Fuzhou J. Chinese JournalofRockM e-chanics and Engineering, 2004, 23(17): 3014- 3020. 2 nullR , . +s E J. W, 2005, 4(21): 139- 142.GUOM ingzhu, REN Fenghua. Them icrotremormethods fordynam icsmeasurement ofsite J. W orld EarthouakeEngineering, 2005, 21(4): 139- 142. 3 nullR , ,:,. Qs8 J. W, 1999, 3(15): 14- 19.GUOM ingzhu, XIE Lil,i GAO Ergen, et a.l Review for anaiysis of site response bym icrotremos J. World Earthquake Engineering, 1999, 3(15): 14- 19. 4 null1,f V, ,. u mM .:Sy S/
