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Seismic performance indexes of reinforced concrete high pier
Authors:LI Zhengying and LI Jingtao
Institution:College of Civil Engineering; Key Laboratory of New Technology for Construction of Cities in Mountain Area, Ministry of Education, Chongqing University, Chongqing 400045, China;College of Civil Engineering, Chongqing University, Chongqing 400045, China
Abstract:Performance-based seismic design is now the major development direction of structure seismic design. The quantitative of performance parameter and the definition of performance level are important for seismic performance evaluation of structure. Based on
Keywords:bridge piers  curvature ductility coefficient  performance level  seismic design
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