Analysis Methods for the Design of Pile–to–Pile Cap Connections Concerning Plain Pile Embedment-Reference-Cited by-同舟云学术

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Analysis Methods for the Design of Pile–to–Pile Cap Connections Concerning Plain Pile Embedment

Published:2023-08 Issue:3 Volume:28 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Arvan Prakash Ankitha¹^ORCID,Arockiasamy Madasamy²

Affiliation:

1. Doctoral Research Scholar, Dept. of Civil, Environmental, and Geomatics Engineering, Florida Atlantic Univ., Boca Raton, FL 33431-0991 (corresponding author). ORCID: .

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

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/PPSCFX.SCENG-1202

Reference31 articles.

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

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

3. 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.

4. Beckman, F. 2016. Skewed and curved steel I-girder bridge fit. Chicago, IL: American Institute of Steel Construction.

5. Fixity of Members Embedded in Concrete

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