Prethodno priopćenje

https://doi.org/10.32762/zr.23.1.8

Nonlinear Behavior of Buildings Subjected to Monotonically Increasing Lateral Load

Ana-Marija Ivanko orcid.org/0000-0002-3363-112X ; Građevinski i arhitektonski fakultet Osijek
Ivan Kraus orcid.org/0000-0002-4479-1487 ; Građevinski i arhitektonski fakultet Osijek
Lucija Kraus ; Građevinski i arhitektonski fakultet Osijek

Sažetak

The paper presents a parametric study and the application of the nonlinear N2 method for the evaluation of the seismic behavior of a four-story and an eight-story reinforced concrete frame structure subjected to seismic action. Three distributions of the horizontal loading of the structure by seismic forces were used in the study: triangular (linear), uniform and modal. The influence of the P-delta effects on seismic behavior of the observed structures was also investigated.

Ključne riječi

pushover method; N2 method; seismic analysis; nonlinear behavior; building; P-delta effect; plastic hinge

Hrčak ID:

248701

URI

https://hrcak.srce.hr/248701

Datum izdavanja:

23.12.2020.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.158 *