Influence of accumulation of service concrete truss deformation effect of rigid enclosure.
DOI:
https://doi.org/10.20868/ade.2015.3137Keywords:
Flecha activa, deformación, fisura, cargas acumuladas, patología, Active deflection, deformation, cracks, collected loads, pathologies.Abstract
The objective of this work is to test the direct relationship between active arrows that are generated in the upper floors of a residential building, with the elements that are in contact with the floors of the structure, is say, with the partitions. The methodology is based on the study of a series of test tube, made these for models of buildings, are all having in common the floor geometry being variable and the number of floors that are at height. The conclusions that have been reached after analyzing a 6 plants concludes that the floor slab can get to increase the value of the active deflection up to 234.93 %. In a 9-storey building the floor slab could increase their active arrow up to 241.09% for the same lighting conditions and load. In the case of a 12-storey building is concluded in the floor slab can actually increase the value of the active deflection up to 290.07%.
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References
Gil Carrillo, F. (2013). “Análisis crítico de la flecha de servició en las estructuras adinteladas de hormigón armado”. Tesis Doctoral, Universidad Camilo José Cela, Madrid, España.
Mas-Guindal Lafarga, A. (1982). Sistemas planos: aproximación al modelo de análisis de piezas rectas de hormigón en estado último. Informes de la Construcción, 34(340): 57-61 Consultado el 17-03-2016, en http://informesdelaconstruccion.revistas.csic.es/index.php/informesdelaconstruccion/article/view/2109/2311
Mas-Guindal, A. (1996). Las grietas en las estructuras de fábrica. Un procedimiento para evaluar la forma de trabajo de éstas. Informes de la Construcción, 48(446): 39-49 doi: 10.3989/ic.1996.v48.i446.984
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