TY - GEN
T1 - ANÁLISIS Y DISEÑO DE UN EDIFICIO MULTIFAMILIAR DE 5 PISOS EN UNA ESTRUCTURA DE ALBAÑILERÍA CONFINADA
AU - Rogelio-Jara, Grabiel
AU - Murga-Torres, Emzon
AU - Diaz-Malpartida, Isai
AU - Rodríguez-Beltrán, Eduar
AU - Noriega-Vidal, Eduardo
N1 - Publisher Copyright:
© 2024 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2024/1/1
Y1 - 2024/1/1
N2 - The objective of this research was to carry out the structural analysis and design of confined masonry of a 5-story multifamily building, El Porvenir district - Trujillo 2024. According to the problems of self-construction without seismic analysis and structural design, the specific objectives to be analyzed were proposed. Starting with the topographic study of the terrain, giving the coordinates, to create the location and location plan; Then the soil study was determined, by extracting the sample, to be subsequently analyzed in the laboratory, which resulted in the bearing capacity of 0.86, being a soil made up of poorly graded sand with mustard-colored, odorless gravel (SP). The architectural design continued in accordance with standards A.010 and A.020. Next, the structural analysis was carried out using static and dynamic earthquake loads, determining lateral displacements, which were lower than the allowable distortion of 0.005. Finally, the design of the structural elements was carried out, such as the walls, beams, columns, slabs, and the foundation.
AB - The objective of this research was to carry out the structural analysis and design of confined masonry of a 5-story multifamily building, El Porvenir district - Trujillo 2024. According to the problems of self-construction without seismic analysis and structural design, the specific objectives to be analyzed were proposed. Starting with the topographic study of the terrain, giving the coordinates, to create the location and location plan; Then the soil study was determined, by extracting the sample, to be subsequently analyzed in the laboratory, which resulted in the bearing capacity of 0.86, being a soil made up of poorly graded sand with mustard-colored, odorless gravel (SP). The architectural design continued in accordance with standards A.010 and A.020. Next, the structural analysis was carried out using static and dynamic earthquake loads, determining lateral displacements, which were lower than the allowable distortion of 0.005. Finally, the design of the structural elements was carried out, such as the walls, beams, columns, slabs, and the foundation.
KW - Seismic analysis
KW - confined masonry
KW - masonry walls
KW - structural design
UR - https://www.scopus.com/pages/publications/85217269452
U2 - 10.18687/LEIRD2024.1.1.212
DO - 10.18687/LEIRD2024.1.1.212
M3 - Contribución a la conferencia
AN - SCOPUS:85217269452
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 4th LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development
A2 - Larrondo Petrie, Maria M.
A2 - Texier, Jose
A2 - Matta, Rodolfo Andres Rivas
PB - Latin American and Caribbean Consortium of Engineering Institutions
T2 - 4th LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development, LEIRD 2024
Y2 - 2 December 2024 through 4 December 2024
ER -