Rectangular Footing Dimensions to Develop the Plastic Moment Capacity of RC Bridge Columns-Reference-Cited by-同舟云学术

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Rectangular Footing Dimensions to Develop the Plastic Moment Capacity of RC Bridge Columns

Published:2018-07 Issue:7 Volume:23 Page:06018003
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Smith-Pardo J. Paul¹,Galvis Francisco A.²

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Seattle Univ., Seattle, WA 98122 (corresponding author).

2. Research Associate and Instructor, Dept. of Civil and Environmental Engineering, Universidad de los Andes, Bogotá, Colombia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001242

Reference10 articles.

1. Shake Table Test of Large-Scale Bridge Columns Supported on Rocking Shallow Foundations

2. Rotational capacity of shallow footings and its implication on SSI analyses

3. Chadwell C. B. and Imbsen R. A. (2004). “XTRACT: A tool for axial force-ultimate curvature interactions.” Proc. Structures Congress 2004 ASCE Reston VA.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical simulation analysis of load-bearing capacity at joints of symmetrical cantilever-assembled bridges based on the logistic regression model;Applied Mathematics and Nonlinear Sciences;2023-08-09

2. Axial load biaxial moment interaction (PMM) diagrams for shallow foundations: Design aids, experimental verification, and examples;Engineering Structures;2020-06

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