Abstract
This paper presents a new simplified procedure for estimating loads on slabs and shoring during the construction of multistorey buildings. The new procedure takes into account the actual stiffness of the shoring and for the first time includes the hypothesis that the average deformation of the shores coincides with that of the slabs they support. The procedure was verified by an experimental study that consisted of the construction of a full-scale three-storey building using a shoring-clearing-striking (SCS) process. Further verification was provided by the results of a finite element model of the same building. The results of the new process were then compared to those obtained from the proposals of other authors who had also considered the real stiffness of the shoring.
| Original language | English |
|---|---|
| Pages (from-to) | 1565-1575 |
| Number of pages | 11 |
| Journal | Engineering Structures |
| Volume | 33 |
| Issue number | 5 |
| DOIs | |
| State | Published - May 2011 |
| Externally published | Yes |
Keywords
- Clearing
- Concrete construction
- Formwork
- Load distribution
- Multistorey buildings
- Partial striking
- Shoring
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Mención especial por el diseño del software STC para el cálculo de apuntalamientos en estructuras de hormigón armado
Alvarado Vargas, Y. A. (Recipient), 01 Jul 2013
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Premi exaequo a la Innovació en en la construcció
Alvarado Vargas, Y. A. (Recipient), 11 Jul 2014
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