基于建筑功能与性态要求的抗震设计-地震工程与工程振动.pdfVIP

25 3 V o l. 25, N o. 3 2005 6 EARTHQUAKE ENG INEER ING AND ENG INEER ING V IBRAT ION Jun. 2005 : 1000- 1301( 2005) 03- 0181- 05 [ ] ) ) ) ( )( CECS 160: 2004) 1 2 莫 庸 , 罗开海 ( 1. , 730030 2. , 1000 13) : CECS160 GB500 11-200 1 IBC-200 3, CECS160 , CE CS 160 : : P315. 951 : A Seism ic design based on building functions and performance requirements: Brief remarks for / General rule for performance-based seismic design of buildings0 (CECS 160: 2004) 1 2 M o Y ong , Luo K a ih ai ( 1. Ex pert Comm it tee for C onstru ct ion T echnology, G ansu P rov in ce, L anzhou 730030, C h ina 2. Inst itute of Earthquak e Engineering, Ch ina A cadem y of Bu ild ing R esearch, B eijing 1000 13, Ch in a) Abstract: By the prmi ary com parison of CECS 160 w ith G B50011-2001 and IBC-2003, th is p ap er d iscusses som e resp ects about the perform ance-based seism ic design of CECS 160, su ch as the concepts of the se ism ic fo rt ifica- t ions, the p aram e ters o f the earthqu ake ground m o tion, the classificat ion for the earthquake- resistant bu ild ings and so on. Furtherm ore, som e opt ions about the mi plem enta tion of CECS 160 are a lso presented. Key ords: perform ance-b ased se ism ic design se ism ic fortif ication s param eters o f earthqu ake ground m o tion classification for earthqu ake-resistant bu ildings , () ( CECS160: 2004) , 2004 8 1 , , , ( GB 50011-2001) , CECS160, ( IBC-2003) ( ATC-40 Seism ic eva