A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Limit design of beams and frames
Limit moments under which individual sections act as yield hinges are supposed to be known, and safety factor against collapse is sought; safety factor defined as multiple to which actual loads must be increased before yield hinges develop in number sufficient to render structure unstable; two extremum principles established for safety factors. (Separate)
Limit design of beams and frames
Limit moments under which individual sections act as yield hinges are supposed to be known, and safety factor against collapse is sought; safety factor defined as multiple to which actual loads must be increased before yield hinges develop in number sufficient to render structure unstable; two extremum principles established for safety factors. (Separate)
Limit design of beams and frames
Am Soc Civ Engrs -- Proc
Greenberg, H.J. (author) / Prager, W. (author)
1951
12 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Limit design of beams and frames
| Engineering Index Backfile | 1952
Limit Design of Beams and Frames
| ASCE | 2021
Limit design of concrete frames
| TIBKAT | 1969
Limit design of reinforced concrete frames
| Engineering Index Backfile | 1967
Limit design of reinforced concrete frames
| Engineering Index Backfile | 1968