A yield surface equation for doubly symmetrical sections-Reference-Cited by-同舟云学术

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A yield surface equation for doubly symmetrical sections

Published:1990-04 Issue:2 Volume:12 Page:114-119
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Duan Lian,Chen Wai-Fah

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference16 articles.

1. Equilibrium approach to the ultimate strength of a biaxially loaded beam-columns;Ringo,1964

2. Ultimate strength of steel columns under biaxially eccentric load;Sharma,1965

3. A general formulation of elastic-plastic analysis of space frameworks;Bruinette,1965

4. Capacity of wide flanges subjected to axial and biaxial bending;Pfrang,1966

5. Approximate yield surface equations;Morris;J. Engng Mech. Div., ASCE,1969

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