Human Comfort Investigation of Steel‐Concrete Composite Floors Subjected to Rhythmic Dynamic Actions
| Author(s): |
Nathalia de A. C. Branco
(Civil Engineering Post‐Graduate Programme (PGECIV/UERJ).)
Felipe Almeida de Sousa (Civil Engineering Post‐Graduate Programme (PGECIV/UERJ).) José Guilherme Santos da Silva (Civil Engineering Post‐Graduate Programme (PGECIV/UERJ).) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | ce/papers, April 2022, n. 2, v. 5 |
| Page(s): | 110-119 |
| DOI: | 10.1002/cepa.1706 |
| Abstract: |
In the last decades, several excessive vibrations problems in buildings floors have been observed, due to human activities. Therefore, this research work investigates the dynamic structural behaviour of a steel‐concrete composite floor with total area of 315 m², when subjected to rhythmic human actions, based on the use of different mathematical formulations in order to define the dynamic loadings. The floor numerical modelling was implemented in the finite element program ANSYS, aiming the dynamic structural response analysis. The results indicate important levels for peak accelerations values, resulting in excessive vibrations and discomfort to the building users. |
- About this
data sheet - Reference-ID
10767515 - Published on:
17/04/2024 - Last updated on:
17/04/2024
Structurae cooperates with
