Behavior, Performance, and Evaluation of Prestressed Concrete/Steel Pipe/Steel H-Pile to Pile Cap Connections-Reference-Cited by-同舟云学术

Behavior, Performance, and Evaluation of Prestressed Concrete/Steel Pipe/Steel H-Pile to Pile Cap Connections

Published:2022-05 Issue:2 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Arockiasamy Madasamy¹,Arvan Prakash Ankitha²^ORCID

Affiliation:

1. Professor and Director, Center for Infrastructure and Constructed Facilities, Dept. of Civil, Environmental and Geomatics Engineering, Florida Atlantic Univ., Boca Raton, FL 33431-0991.

2. Doctoral Research Scholar, Dept. of Civil, Environmental, and Geomatics Engineering, Florida Atlantic Univ., Boca Raton, FL 33431-099 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000671

Reference65 articles.

1. AASHTO. 2017. AASHTO LRFD bridge design specifications, customary US units. 7th ed. Washington, DC: AASHTO.

2. ABAQUS. 2014. Abaqus theory guide. Providence, RI: Dassault Systemes Simulia Corporation.

3. Pile Cap Interaction with Bridge Pile Foundations under Lateral Loads

4. Cyclic behavior of connection between footing and concrete-infilled composite PHC pile

5. Barnwell N. V. 2015. “Experimental testing of shallow embedded connections between steel columns and concrete footings.” Master’s thesis Dept. of Civil and Environmental Engineering Brigham Young Univ.

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