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Optimal design against collapse after buckling. [of beams
| Content Provider | NASA Technical Reports Server (NTRS) |
|---|---|
| Author | Masur, E. F. |
| Copyright Year | 1976 |
| Description | After buckling, statically indeterminate trusses, beams, and other strictly symmetric structures may collapse under loads which reach limiting magnitudes. Optimal design is discussed for prescribed values of these collapse loads. |
| File Size | 448569 |
| Page Count | 8 |
| File Format | |
| Alternate Webpage(s) | http://archive.org/details/NASA_NTRS_Archive_19770003335 |
| Archival Resource Key | ark:/13960/t6vx54s3t |
| Language | English |
| Publisher Date | 1976-01-01 |
| Access Restriction | Open |
| Subject Keyword | Structural Mechanics Dynamic Structural Analysis Structural Design Deformation Beams Supports Buckling Optimization Loads Forces Ntrs Nasa Technical Reports Server (ntrs) Nasa Technical Reports Server Aerodynamics Aircraft Aerospace Engineering Aerospace Aeronautic Space Science |
| Content Type | Text |
| Resource Type | Article |
