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33122003123(B)3(200092)[],,,12[]Toevaluatethetruesituationofthetallframestructuresmoreaccurately,oneshouldmakeuseofallthemeasurementtechnologiesincludingstaticmeasurement,fieldmeasurementandlocalexcitationmeasurement.So,asyntheticaleval2uationsystemisproposedbasedontheprinciplethatalltheresultsfromthesemeasurementsshouldmakeupandveri2fyeachother.Themeasuringprocedureisillustratedbydetectionofaconcreteframestructure.Keywords:framestructure;syntheticalevaluationsystem;verifyingeachother11,21(1),,[11]:,,(SQR),(2)(),,,,[10],[12],,(),,,,[13],,,,,,[14],:34,;,,[15],,,,211,,,,,,,,21,:1),,,;2),1,3,;3),,/,1,2,;4),1,2,311,,,1984,2C2831416529105m11(m)(m)010111052430|8@25011105211852428|8@25021185291052425|8@25029105311202225|8@10014165181252428|8@25018125211852428|8@30021185291052425|8@30011:1),44;2),,,;3),,[15];4),,,321,,3108104N/mm23183312,10415,18615Hz[11],,,Euler2Bernoulli,Euler2BernoulliEI114363108Nm2,4166310-3m4,4113910-3m441(1)[16],15000s,4K(1K1024),,5,25(Hz)211626941694781371012181071616667(2),(),,,015kN/m2(3),[15],,3,4166310-3m431081010N/m2,,,24583,,,,8,8,,14,;58,;,,,,115,31-01390067=01609933,351(54)54,,[2](R522,L521,L522),,20%,[2]11%,QR32124819%,,,(1),,,,,,,,,(2),,,,,,(3),6117,2165,21601171,L,,T(4),,,e/y=115,,3147,2115(5)30h,,,130h,20%,11%11(GBJ388).,1988.21WG,G,JK..,1992.31..,1985.41..,,2001.51..,1987.61,..,1998.(45),(105mm2)38178411131176165810365782471991811198777131169458813296121494471620747,11,:77,235,345Hz4119010-3m4,41687510-3m4(101612%),,,41438810-3m4,,,,,11..,1998.21..,1997.31,,..,1992.41,..,1992.51,..,1992.61..,1997.71(JGJ2385).1985.812(CECS02:88).91(CECS03:08).101,,..:.B,1998.111..,,1999.121,,..,1998,26(5).131..,,1999.141..,,1998.151..,,2001.161,,..,2000,(2).45