Seismic Performance of Pretensioned Centrifugal Spun Concrete Piles with Combined Steel Strands and Deformed Steel Bars

Author:

Ren Junwei1,Xu Quanbiao2,Chen Gang2,Yu Xiaodong3,Gong Shunfeng4,Lu Yong5ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

2. Senior Engineer, Architectural Design & Research Institute of Zhejiang Univ. Co. Ltd., Zhejiang Univ., Hangzhou 310028, China; Research Center for Balance Architecture, Zhejiang Univ., Hangzhou 310028, China.

3. Senior Engineer, Ningbo Yizhong Concrete Pile Co., Ltd., Mayun Rd., Ningbo 315450, China.

4. Professor, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

5. Professor, Institute for Infrastructure and Environment, School of Engineering, Univ. of Edinburgh, Edinburgh EH9 3JL, UK. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference30 articles.

1. Experimental Analysis of Flexural Hinging in Hollow Marine Prestressed Pile Shafts

2. Inelastic Seismic Response of Bridge Drilled-Shaft RC Pile/Columns

3. Review of available systems and materials for splicing prestressed-precast concrete piles

4. Dörr K. 1980. “Ein beitrag zur berechnung von stahlbetonscheiben unter besonderer berücksichtigung des verbundverhaltens.” Ph.D. thesis Darmstadt Univ.

5. Eligehausen, R., E. P. Popov, and V. V. Bertero. 1983. Local bond stress-slip relationships of deformed bars under generalized excitations. Berkeley, CA: Univ. of California.

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