Performance-Based Seismic Design of RC Bridge Pier Taking into Account of Energy Demand
Abstract eng: For earthquake ground motion near active fault, there is enormous energy and displacement demand to structures. It is urgent to improve the existing seismic code and develop a new seismic design method which could consider simultaneously these two factors through performance-based design process. Combining the merits of response spectrum method and displacement-based method, inelastic displacement spectrum with expected performance target compatible with UBC97 seismic design code was deduced by the
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2014-12-05, last modified 2014-12-05