Influence of Sectional Depth on Structural Behavior of Bridge Pier Caps-Reference-Cited by-同舟云学术

Influence of Sectional Depth on Structural Behavior of Bridge Pier Caps

Published:2023-07 Issue:7 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Park Jae-Hyun¹^ORCID,Lee Seong-Cheol²^ORCID,Cho Jae-Yeol³

Affiliation:

1. Dept. of Structural Engineering Research, Korea Institute of Civil Engineering and Building Technology, 283, Goyang-daero, Ilsanseo-gu, Goyang-si, Gyeonggi-do 10223, South Korea. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Kyungpook National Univ., 80, Daehak-ro, Buk-gu, Daegu 41566, South Korea (corresponding author). ORCID: .

3. Professor, Dept. of Civil and Environmental Engineering, Seoul National Univ., 1, Gwanak-ro, Gwanak-gu, Seoul 08826, South Korea.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6090

Reference28 articles.

1. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI 318-19. Farmington Hills, MI: ACI.

2. Ales J. M. J. A. Yura M. D. Engelhardt and K. H. Frank. 1995. The connection between a steel cap girder and a concrete pier. Research Rep. No. CTR-1302-2F. Austin TX: Center for Transportation.

3. Influence of shear span-to-effective depth ratio on behavior of high-strength reinforced concrete beams;Arowojolu O.;Int. J. Concr. Struct. Mater.,2021

4. Explaining the riddle of tension stiffening models for shear panel experiments;Bentz E. C.;J. Struct. Eng.,2005

5. CEN (European Committee for Standardization). 2004. Design of concrete structures, part 1-1: General rules and rules for buildings. Eurocode 2. Brussel, Belgium: CEN.