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장일영 ( Jang Il-young ),송재호 ( Song Jae-ho ),송석민 ( Song Seok-min ),박승민 ( Park Seung-min ),김성겸 ( Kim Seon-kyum ) 한국구조물진단유지관리공학회 2010 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.14 No.1
Seismic design for new built bridges has been considered during the course of construction stage according to the revised Korean code for seismic design which is being used now. However, before the revised code for seismic design is issued, the reinforced concrete bridge piers which has been built and being used are pretty weak under the lateral seismic load. Therefore, experiments of bridge piers with and without anti-seismic reinforcements are done under iterative lateral load, according to experimental results, the influence of Nickel-Chrome alloy steel bars on performance of bridge piers is analyzed.