Strut and tie: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
| Line 1: | Line 1: | ||
'''Strut-and-Tie''' is a design method for reinforced concrete members, especially suitable for the design of discontinutity regions (near support, in deep members, etc.), for which traditional beam equations do not apply. | '''Strut-and-Tie''' is a design method for reinforced concrete members, especially suitable for the design of discontinutity regions (near support, in deep members, etc.), for which traditional beam equations do not apply. | ||
== References == | |||
* Cai, C. S. [http://ceedept.lsu.edu:16080/~scai/J2002-A%20Three-Dimensional%20Strut-and-Tie%20Model%20for%20Pier%20Rehabilitation..pdf A Three-Dimensional Strut-and-Tie Model for Pier Rehabilitation.] Practice Periodical on Structural Design and Construction, ASCE, 7(1), 14-25. 2002 | |||
== External Links == | == External Links == | ||
Revision as of 21:46, 30 December 2006
Strut-and-Tie is a design method for reinforced concrete members, especially suitable for the design of discontinutity regions (near support, in deep members, etc.), for which traditional beam equations do not apply.
References
- Cai, C. S. A Three-Dimensional Strut-and-Tie Model for Pier Rehabilitation. Practice Periodical on Structural Design and Construction, ASCE, 7(1), 14-25. 2002
External Links
- Strut and Tie Resources Website at University of Illinois at Urbana-Champaign, home of free Computer Aided Strut-and-Tie (CAST) software