Elastoplastic Large Deflection Analysis of Three-Dimensional Steel Frames

Author:

Shugyo Minoru1

Affiliation:

1. Professor, Dept. of Structural Engineering, Nagasaki Univ., Bunkyomachi 1-14, Nagasaki 852-8521, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Cited by 15 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. Performance of seismic steel beam–column moment joints;Bulletin of Earthquake Engineering;2022-07-14

2. Static analysis of thin-walled beams accounting for nonlinearities;Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science;2021-10-14

3. ON CANCELLATION OF UNBALANCED FORCE VECTOR IN THE ELASTOPLASTIC INCREMENTAL ANALYSIS OF A FRAME;Journal of Structural and Construction Engineering (Transactions of AIJ);2019

4. Inelastic large deflection analysis of space steel frames using an equivalent accumulated element;Engineering Structures;2018-05

5. REDUCTION OF THE TOTAL DEGREES OF FREEDOM IN FRAME ANALYSIS BY THE FIBERED PLASTIC HINGE MODEL;Journal of Structural and Construction Engineering (Transactions of AIJ);2016

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