The elastic effect of columns on the moments in slabs due to vertical loads
In trying to approach, analytically, the results of the tests on the experimental plate, the case of an interior panel of an infinitely large slab was used, This case produced solutions of greater negative stresses at the columns and lesser positive stresses at the center, than the experimental resu...
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Others |
| Language: | en |
| Published: |
Virginia Tech
2014
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10919/45434 http://scholar.lib.vt.edu/theses/available/etd-11032012-040014/ |