Bibliographic citations
Malpartida, F., (2017). Análisis de la variación de capacidad resistente en elementos aporticados de concreto armado producto de la discontinuidad del parámetro de resistencia a compresión F`C kg/cm2 determinada a partir de ensayos esclerométricos. [Tesis, Universidad Andina del Cusco]. https://hdl.handle.net/20.500.12557/958
Malpartida, F., Análisis de la variación de capacidad resistente en elementos aporticados de concreto armado producto de la discontinuidad del parámetro de resistencia a compresión F`C kg/cm2 determinada a partir de ensayos esclerométricos. [Tesis]. : Universidad Andina del Cusco; 2017. https://hdl.handle.net/20.500.12557/958
@misc{sunedu/3044162,
title = "Análisis de la variación de capacidad resistente en elementos aporticados de concreto armado producto de la discontinuidad del parámetro de resistencia a compresión F`C kg/cm2 determinada a partir de ensayos esclerométricos.",
author = "Malpartida Chamorro, Franco Irwing",
publisher = "Universidad Andina del Cusco",
year = "2017"
}
The evaluation of the capacity of the resistant structural elements in reinforced concrete buildings built in the form of auto construction it is important to be able toknow to what extent is taking control in the manufacturing process of the concrete in the rural sector in the region of Cusco, identifying which are the sections that tend to reduce its capacity resistant product of discontinuity of the parameter of compressive strength of the concrete (f'c). Determined from non-destructive control techniques using the criteria of the standard ASTM C 805 Within the design process of the structural elements are resistant capacity determines a uniform along the length of each structural element - beam column which is not in the same way the elements already constructed it is therefore important to take control of the various phenomena that occur in the manufacturing, placement of the concrete through technical assistance from quality control of the predominant materials within the constructive process. The evaluation of the uniformity parameter compressive strength of hardened concrete by non-destructive control techniques is not very usual in the construction Industry in the region of Cusco one of the main objectives of this research is to promote the application of this type testing in structural elements of reinforced concrete buildings.
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