Skoči na glavni sadržaj

Prethodno priopćenje

https://doi.org/10.14256/JCE.1205.2014

Dependence of RC high-rise buildings response on the earthquake intensity

Jelena Pejović
Srđan Janković


Puni tekst: hrvatski pdf 588 Kb

str. 749-759

preuzimanja: 641

citiraj

Puni tekst: engleski pdf 574 Kb

str. 749-759

preuzimanja: 684

citiraj


Sažetak

The relationship between the ground motion intensity measure, IM, and the engineering demand parameter, EDP, is analysed in the paper so as to identify and define the most efficient EDP-IM relationships for RC high-rise buildings. A 30-story RC high-rise building with the core wall structural system was selected as the reference building. 240 nonlinear time-history analyses were conducted for 60 ground motions on the spatial model of the building. The existing intensity measures were analyzed and the new ones – providing the most efficient relationships for RC buildings - were proposed.

Ključne riječi

high-rise RC buildings; intensity measure; engineering demand parameter; nonlinear time-history analysis

Hrčak ID:

144669

URI

https://hrcak.srce.hr/144669

Datum izdavanja:

11.9.2015.

Podaci na drugim jezicima: hrvatski

Posjeta: 1.932 *