Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force-Reference-Cited by-同舟云学术

Numerical Parametric Study on Structural Response of Drilled Shaft Footings Subjected to Concentric Axial Force

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yi Yousun¹^ORCID,Kim Hyunsu²^ORCID,Hrynyk Trevor D.³^ORCID,Murcia-Delso Juan⁴^ORCID,Bayrak Oguzhan⁵

Affiliation:

1. Postdoctoral Fellow, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712 (corresponding author). ORCID: .

2. Structural Specialist, COWI North America Inc., 522 SW 5th Ave., Portland, OR 97204. ORCID:

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L3G1. ORCID:

4. Associate Professor, Dept. of Civil and Environmental Engineering, Universitat Politècnica de Catalunya - BarcelonaTech, Barcelona 08034, Spain. ORCID:

5. Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, Austin, TX 78712.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13130

Reference18 articles.

1. AASHTO. 2020. AASHTO LRFD bridge design specifications. 9th ed. Washington, DC: AASHTO.

2. Strut-and-tie models for the design of pile caps: An experimental study;Adebar P.;ACI Struct. J.,1990

3. Gewalles fur pieux;Blevot J.;Annales du Inistitute Technique du Betiment et des Travaux Publiccs,1967

4. fib (Fédération International du Béton). 2013. fib model code for concrete structures 2010. 1st ed. Berlin: Ernst & Sohn.

5. Numerical Investigation of the Punching Resistance of Reinforced Concrete Flat Plates