Flexural Response of Reinforced Concrete Beam on Elastic Foundation under Vertical Load and Bending Moment: Review of Existing Methods and Proposed New Method-Reference-Cited by-同舟云学术

Flexural Response of Reinforced Concrete Beam on Elastic Foundation under Vertical Load and Bending Moment: Review of Existing Methods and Proposed New Method

Published:2021-05 Issue:2 Volume:26 Page:04021007
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Campione G.¹,Cannella F.²,Zizzo M.³

Affiliation:

1. Full Professor, Dipartimento di Ingegneria, Univ. of Palermo, Viale delle Scienze, Palermo 90128, Italy (corresponding author).

2. Dipartimento di Ingegneria, Univ. of Palermo, Viale delle Scienze, Palermo 90128, Italy.

3. Ph.D. Student, Dipartimento di Ingegneria, Univ. of Palermo, Viale delle Scienze, Palermo 90128, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000561

Reference24 articles.

1. Algie T. B. 2011. “Nonlinear rotational behaviour of shallow foundations on cohesive soil.” Ph.D. thesis Dept. of Civil Engineering Univ. of Auckland.

2. Analytical moment–rotation curves for rigid foundations based on a Winkler model

3. Mode approximations for rigid-plastic structures supported by an elastic medium

4. Collapse modes of a rigid-plastic beam on a rigid-plastic foundation

5. Elastic–plastic beam-on-foundation under quasi-static loading

Cited by 1 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. Response mechanism of metro tunnel structure under local collapse in loess strata;Environmental Earth Sciences;2022-02-28