Second-order analysis of plane steel structures using Rankine-Merchant-Wood approach-Reference-Cited by-同舟云学术

Second-order analysis of plane steel structures using Rankine-Merchant-Wood approach

Published:2021-01-05 Issue:4 Volume:22 Page:701-711
ISSN:1563-0854
Container-title:Asian Journal of Civil Engineering
language:en
Short-container-title:Asian J Civ Eng

Author:

Smail Boukeloua,Laid Samai Mohamed

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s42107-020-00341-0.pdf

Reference45 articles.

1. AISC. (1999). Load and resistance factor design specification for steel buildings. Chicago: America Institute of Steel Construction.

2. AISC A. (2010). Seismic provisions for structural steel buildings. American institute of steel construction, Inc. (AISC). (2002). Seismic provisions for structural steel buildings. Standard ANSI/AISC, 4, 360–405.

3. American Institute of Steel Construction. (1986). Load and resistance factor design specification for structural steel buildings. Chicago: AISC.

4. Bill, W. (2009). Plastic Analysis and Design of Steel Structures. USA: Butterworth-Heinemann, Burlington.

5. Boukeloua, S. (2018a). Prediction of collapse mechanisms by the construction interaction diagrams for plane steel structures. Arab J Sci Eng, 43, 1687–1696.

Cited by 3 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. An Artificial Neural Network With a Metaheuristic Basis for Plastic Limit Frames Analysis;Advances in Systems Analysis, Software Engineering, and High Performance Computing;2024-06-28

2. A Metaheuristic-Based Artificial Neural Network for Plastic Limit Analysis of Frames;Studies in Computational Intelligence;2024

3. True Collapse Mechanisms of Two Dimensional Frames Determined from True Nonlinear Yield Surfaces;International Journal of Steel Structures;2022-10-27