| Autor: |
A. P. Santos, M. A. Ferreira, R. C. Carvalho, L. M. Pinheiro |
| Jazyk: |
angličtina |
| Předmět: |
|
| Zdroj: |
Revista IBRACON de Estruturas e Materiais, Vol 6, Iss 6, Pp 903-932 |
| Druh dokumentu: |
article |
| ISSN: |
1983-4195 |
| DOI: |
10.1590/S1983-41952013000600005 |
| Popis: |
The structural designs of floors formed by hollow core slabs usually consider these as simply-supported slabs. In recent years there have been project changes and hollow core slabs with continuity are widely used. The objective of this study is to suggest a way to calculate the reinforcement bars to be used in tests with continuity provided by a structural topping. Thus, this paper presents a method based on the maximum positive resistance moment and maximum shear strength of a hollow core slab. The method is applied to a test in hollow core slab specimens which have the following dimensions: 2 m width, 6 m long, and 21 cm high. The results indicated that the method was satisfactory to the performed test, and can therefore be applied to the other test configurations or even designs. |
| Databáze: |
Directory of Open Access Journals |
| Externí odkaz: |
|
