TY - GEN
T1 - GOLPETEO SÍSMICO EN ESTRUCTURAS ADYACENTES DE CONCRETO ARMADO, CAJAMARCA - 2022
AU - Julca Calua, Jorge
AU - Ríos Jiménez Deysi, Margot
AU - Romero Cueva, Yoner Jaime
AU - Quevedo Porras, Violeta Zarela
AU - Valderrama Puscan, Marlon Walter
N1 - Publisher Copyright:
© 2022 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2022
Y1 - 2022
N2 - The historical record of the intensity and magnitude of earthquakes indicates that seismic shocks on structures can cause considerable damage and even collapse when they collide, if the separation distance between them is not sufficient be enough. This study intends to evaluate the repercussion of the seismic shock in 2 adjacent structures of reinforced concrete of 6 and 3 floors, located in the district of Cajamarca, carrying out a non-linear analysis of time-history, in order to hit the adjacent structures that present different heights.; through the use of Etabs V. 20.1, SeismoSignal and SeismoMatch software, in addition to Technical Standards E. 0.20, E. 0.30 and E. 0.60; as well as the national regulations on buildings. The acceleration records used for the analysis of the time-history factor were from the province of San Ignacio, scaling with a spectral acceleration according to the E. 030 standard. The results were analyzed with and without a seismic joint, obtaining in the form of displacement, floor shear, drift and impact force. Higher buildings suffered more damage than smaller ones when the pounding occurred.
AB - The historical record of the intensity and magnitude of earthquakes indicates that seismic shocks on structures can cause considerable damage and even collapse when they collide, if the separation distance between them is not sufficient be enough. This study intends to evaluate the repercussion of the seismic shock in 2 adjacent structures of reinforced concrete of 6 and 3 floors, located in the district of Cajamarca, carrying out a non-linear analysis of time-history, in order to hit the adjacent structures that present different heights.; through the use of Etabs V. 20.1, SeismoSignal and SeismoMatch software, in addition to Technical Standards E. 0.20, E. 0.30 and E. 0.60; as well as the national regulations on buildings. The acceleration records used for the analysis of the time-history factor were from the province of San Ignacio, scaling with a spectral acceleration according to the E. 030 standard. The results were analyzed with and without a seismic joint, obtaining in the form of displacement, floor shear, drift and impact force. Higher buildings suffered more damage than smaller ones when the pounding occurred.
KW - Gap element
KW - seismic joint
KW - structure
KW - threading
UR - https://www.scopus.com/pages/publications/85150722703
U2 - 10.18687/LEIRD2022.1.1.42
DO - 10.18687/LEIRD2022.1.1.42
M3 - Contribución a la conferencia
AN - SCOPUS:85150722703
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 2nd LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development
A2 - Larrondo Petrie, Maria M.
A2 - Texier, Jose
A2 - Matta, Rodolfo Andres Rivas
T2 - 2nd LACCEI International Multiconference on Entrepreneurship, Innovation and Regional Development, LEIRD 2022
Y2 - 6 December 2022 through 7 December 2022
ER -