The research “Constructive solutions to protect the life and physical integrity of the population against frost and cold in, Puno- Year 2018”, developed a basic type, with non-experimental and transversal designs.In its development, a direct relationship was found between the variables, which allowed the development of an instrument to assess the population’s acceptance of constructive solutions, normally designed by the government. t was found that to achieve efficiency and effectiveness, in the treatment of frost and cold. Parallel to the National Program, the government should implement Control Letters, to appreciate as solutions the treatment of the dispersion of prevention efforts. This will allow the alignment of the constructive condition factors and the spatial organization, thus adapting the constructive solutions, with the spatial organization that the people of Puno must...

The research “Constructive solutions to protect the life and physical integrity of the population against frost and cold in, Puno- Year 2018”, developed a basic type, with non-experimental and transversal designs.In its development, a direct relationship was found between the variables, which allowed the development of an instrument to assess the population’s acceptance of constructive solutions, normally designed by the government. t was found that to achieve efficiency and effectiveness, in the treatment of frost and cold. Parallel to the National Program, the government should implement Control Letters, to appreciate as solutions the treatment of the dispersion of prevention efforts. This will allow the alignment of the constructive condition factors and the spatial organization, thus adapting the constructive solutions, with the spatial organization that the people of Puno must...

This paper initially describes aspects of the modeling of structures equipped with energy dissipators Shear Link Bozzo (SLB) and develops two iterative design procedures to select these devices. This methodology is applied to a precast 5-story reinforced concrete building. The SLB energy dissipation devices are initially stiff, but ductile with a range of yielding forces from 36 kN to 900 kN characterized by 52 + 52 standard devices. Moreover, these devices can be combined in parallel giving a very wide range of possibilities for selection and corresponding structural response. Therefore, to simplify its automatic selection, this article presents two procedures: (1) direct iteration and (2) inverse or fixed force iteration. Both procedures were implemented in an automatic application or “plugin” for the ETABS program that automates its selection for a specific structural system or ar...