Experimental and Numerical Investigations on Seismic Behavior of Prefabricated Bridge Columns with UHPFRC Bottom Segments-Reference-Cited by-同舟云学术

Experimental and Numerical Investigations on Seismic Behavior of Prefabricated Bridge Columns with UHPFRC Bottom Segments

Published:2019-08 Issue:8 Volume:24 Page:04019076
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Yuye¹,Fan Wei²,Zhai Yong³,Yuan Wancheng⁴

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, School of Science, Nanjing Univ. of Science and Technology, Nanjing 210094, China (corresponding author).

2. Associate Professor, Key Laboratory for Wind and Bridge Engineering of Hunan Province, College of Civil Engineering, Hunan Univ., Changsha 410082, China.

3. Graduate Student, Dept. of Civil Engineering, School of Science, Nanjing Univ. of Science and Technology, Nanjing 210094, China.

4. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001451

Reference39 articles.

1. AFGC (Association Française de Génie Civil). 2002. “Ultra high performance fiber-reinforced concrete interim recommendations.” SETRA Reference F2011. Paris: AFGC.

2. UHPFRC Development: Experience with Ductal® Over the Past Two Decades

3. Cyclic Response of Unbonded Posttensioned Precast Columns with Ductile Fiber-Reinforced Concrete

4. Cyclic Loading Test of Unbonded and Bonded Posttensioned Precast Segmental Bridge Columns with Circular Section

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