Safety formats for nonlinear analysis have mainly been tested on beams and columns subjected to normal forces and bending moments. Therefore, it is unclear, whether available safety formats lead to the intended reliability when they are applied to structures that fail due to shear loading. To test a
β¦ LIBER β¦
Plain concrete tee beams subject to torsion, bending and shear
β Scribed by Atheel E. Allos; L.H. Martin
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 720 KB
- Volume
- 13
- Category
- Article
- ISSN
- 0360-1323
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