Affiliation:
1. University of Montenegro
2. St. Petersburg State University of Architecture and Civil Engineering
3. Donbas National Academy of Civil Engineering and Architecture
Abstract
The motion of strong earthquakes causes nonlinear deformation and damages to the structure. For structural systems of buildings, domestic and European (EC8) regulation apply algorithm of seismic design based on reference linear-elastic methods that are carried out in two phases. Phase I includes determination of dynamic characteristics of structure, which are then used in phase II for calculation of seismic effects. In this study, parametric analysis of influence of dynamic characteristics of structure was done on multiple numerical examples, according to domestic and EC8 regulations and comparison of results.
Publisher
Trans Tech Publications, Ltd.
Cited by
31 articles.
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