The response of girders with slender webs, when subjected to concentrated load, has been investigated using nonlinear finite element analyses and comparisons with tests. The conclusions are that, for the investigated girder dimensions, the moment capacity of the flange does not influence the bearing
✦ LIBER ✦
Hybrid steel plate girders subjected to patch loading
✍ Scribed by Marina Bock; Dr.-Ing. Rolando Chacón; Prof. Dr.-Ing. Enrique Mirambell; Assoc. Prof. Dr.-Ing Esther Real
- Book ID
- 112211877
- Publisher
- Wiley (John Wiley & Sons)
- Year
- 2012
- Tongue
- English
- Weight
- 591 KB
- Volume
- 5
- Category
- Article
- ISSN
- 1867-0520
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