Numerical Modeling of Column Piers with Recessed Spliced Sleeves and Intentional Debonding for Accelerated Bridge Construction-Reference-Cited by-同舟云学术

Numerical Modeling of Column Piers with Recessed Spliced Sleeves and Intentional Debonding for Accelerated Bridge Construction

Author:

Neupane Suman¹,Ameli M. J.²,Pantelides Chris P.³^ORCID

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112.

2. Research Associate, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Utah, Salt Lake City, UT 84112 (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference36 articles.

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

5. Bartlett, S. F. 2004. Ground response analysis and design spectra for UDOT bridges on soft soil sites. Salt Lake City, UT: Univ. of Utah.

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