Estimation of seismic behavior through static nonlinear analysis of an 8-story multifamily home, La Esperanza, Trujillo (#214)

Authors

Gutierrez Mendoza, Cesar Alexander

Villacorta Olivares, Denilson

Noriega Vidal, Eduardo Manuel

Martell Ortiz, Juan Carlos

Valdivieso Velarde, Alan Yordan

Rodriguez Beltran, Eduar Jose

Abstract

The general objective of the research is to estimate the seismic behavior through static nonlinear analysis of an 8-story multifamily home. Likewise, the type of research will be applied and its design will be non-experimental of a descriptive nature, in which We will propose a multi-family home located at Mz 2, Lt 19, Jerusalem Sector, Esperanza District, Trujillo Province, La Libertad, in which the structure was divided into two modules; thus finding that the point of maximum performance is found in life safety for an earthquake with a return time of 72 years in the direction of the X axis and functional in the direction of the Y axis, for earthquakes with a return time of 450 years and 975 years. were found in a state of collapse in both directions of analysis, likewise it was determined that modules 1 and 2 could not exceed a resistance of 656.3224 tonf in the capacity demand curve in the X direction, nor 1023.7692 tonf in the Y direction, being In this sense, where a greater amount of internal forces are developed in the structural elements, generating a greater concentration of plastic hinges in beams, being in accordance with the philosophy of ACE41-13 and FEMA 440.