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来源：论文下载网 www.lunwenda.com
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Study on Seismic Performance Levels and Tolerant
Deformation Values about SRC Structures
Shi Qingxuan, Wang Qiuwei
School of Civil Engineering, Xi’an University of Architecture & Technology, Xi’an, PRC (710055)
Abstract
Combining with performance grades of reinforced concrete structures at home and abroad, the seismic
performance of steel reinforced concrete (SRC) structures can be induced into four levels: normal service, temporary service, life safety and collapse prevention. The failure modes and characteristics of SRC columns are introduced, and limit states of the four seismic performance levels and their dominating parameters are put forward. On the basis of the experiments and results of SRC frames and columns, the story drifts angle limitation and range of crack width on the column end are obtained for four different seismic performance levels. Finally considering ideas of performance based seismic design, problems needed much further study about SRC structures are proposed. 来源：论文下载网 www.lunwenda.com
Keywords: steel reinforced concrete (SRC) structures, seismic performance levels, tolerant
deformation values, quantitative index
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