Experimental and numerical investigation of the seismic behaviour of corroded precast concrete piers with grouting sleeve connections

Author:

Guo Tong1,Yang Jun2,Liu Tao1,Liu Zhongxiang3

Affiliation:

1. School of Civil Engineering, Southeast University, Nanjing, PR China

2. Key Laboratory of Structural Engineering of Jiangsu Province, Suzhou University of Science and Technology, Suzhou, PR China

3. School of Transportation, Southeast University, Nanjing, PR China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference43 articles.

1. Seismic Column-to-Footing Connections Using Grouted Splice Sleeves

2. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction

3. Structural assessment of the coupled influence of corrosion damage and seismic force on the cyclic behaviour of RC columns

4. Brenes, F. J., Wood, S. L. & Kreger, M. E. (2006). Anchorage requirements for grouted vertical-duct connectors in precast cap systems: A summary. Center for Transportation Research, Project Summary Report 0-4176, Austin, TX.

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