Effect of longitudinal stiffening on bridge girder webs at incremental launching stage
Patch loading is a predominant load case at incremental bridge launching. Bridge girder webs are frequently provided with longitu-dinal stiffeners to increase in-service shear and bending strength, and its effect has been included in design codes. However, no straightforward rules are given to accou...
Tallennettuna:
| Julkaisussa: | Ingeniería e Investigación |
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| Päätekijät: | , |
| Aineistotyyppi: | Artigo |
| Kieli: | Inglês |
| Julkaistu: |
Universidad Nacional de Colombia
2015
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| Aiheet: | |
| Linkit: | https://www.redalyc.org/articulo.oa?id=64338498005 |
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