Spread of Plasticity: Quasi‐Plastic‐Hinge Approach-Reference-Cited by-同舟云学术

Spread of Plasticity: Quasi‐Plastic‐Hinge Approach

Published:1994-08 Issue:8 Volume:120 Page:2451-2473
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Attalla Mourad R.¹,Deierlein Gregory G.²,McGuire William³

Affiliation:

1. Grad. Res. Asst., School of Civ. Engrg., Cornell Univ., Ithaca, NY 14853

2. Assoc. Prof. of Civ. Engrg., Cornell Univ., Ithaca, NY

3. Prof. of Civ. Engrg., Emeritus, Cornell Univ., Ithaca, NY

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%281994%29120%3A8%282451%29

Reference20 articles.

1. Chen W. F. and Atsuta T. (1977). Theory of beam columns Vol. 2: space behavior and design McGraw‐Hill New York N.Y.

2. Deierlein G. G. Zhao Y. T. and McGuire W. (1991). “A two‐surface concentrated plasticity model for analysis of 3D framed structures.” Proc. 1991 Ann. Tech. Session: Inelastic Behavior and Design of Frames Structural Stability Research Council (SSRC) Chicago Ill.

3. A yield surface equation for doubly symmetrical sections

4. El‐Zanaty M. H. Murray D. W. and Bjorhovde R. (1980). “Inelastic behavior of multistory steel frames.” Struct. Engrg. Rep. No. 83 Univ. of Alberta Edmonton Alberta Canada.

5. Hsieh S. H. Deierlein G. G. McGuire W. and Abel J. F. (1989). Technical manual for CU‐STAND . Cornell Univ. Ithaca N.Y.

Cited by 82 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. Reformulation of Concentrated Plasticity Frame Element with N-M Interaction and Generalized Plasticity;Journal of Structural Engineering;2024-01

2. Predicting the Ultimate Load Capacity of Extradosed Cable-Stayed Bridges: A Novel Method;KSCE Journal of Civil Engineering;2024

3. Stability analysis of stiffness reduction models on rotary- and non-rotary straightened W-shapes;Journal of Constructional Steel Research;2023-09

4. Exploring Machine Learning for the Stability Analysis of Rotary‐straightened Steel Members with Multiple Stiffness Reduction Models;ce/papers;2022-09

5. Research on nonlinear, postbuckling and elasto-plastic analyses of framed structures and curved beams;Meccanica;2020-06-02