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《Journal of Tongji University(Natural Science)》 2006-02
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Experimental Study on Seismic Performance of Reinforced Concrete One-Column Bridge Piers

SUN Zhuo~1,LI Jianzhong~2,YAN Guiping~3,FAN Lichu~2(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering,Guangzhou University,Guangzhou 510405,China;3.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China)  
The ductile earthquake performance of one-column bridge piers,which are used frequently at the railway bridge,is studied by pseudo-static test for 24 large-scale pier models.According to the test data,the force-displacement relation and hysteresis hoop are studied.Furthermore,consumption energy characteristics and envelope curves of the models are analysed,and the influence of the test parameters,such as longitudinal reinforcement ratio,hoop reinforcement ratio and shear-span ratio,are compared.After that,the causes for the failure phenomenon of the models are explored.Finally,Related conclusions and advice are provided for the ductility anti-earthquake design of railway bridges in China.
【Fund】: 铁道部科技开发基金资助项目(98G32)
【CateGory Index】: U441.3
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