Experimental Study on the Seismic Performance of Improved Grouted Corrugated Duct Connection (GCDC) Design for Precast Concrete Bridge Column
Author:
Affiliation:
1. Department of Bridge Engineering, Tongji University, Shanghai, China
2. Shanghai Typhoon Institute of China Meteorological Administration, Shanghai, China
3. Shanghai Municipal Engineering Design Institute (Group) Co., LTD., Shanghai, China
Funder
National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1785356
Reference31 articles.
1. Seismic evaluation of grouted splice sleeve connections for reinforced precast concrete column–to–cap beam joints in accelerated bridge construction
2. A Precast Segmental Substructure System for Standard Bridges
3. Brenes, F. J., S. L. Wood, and M. E. Kreger 2006. Anchorage requirements for grouted vertical-duct connectors in precast bent cap systems [Report]. No. FHWA/TX-06/0-4176-1.
4. Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section
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