Analysis of the Influence of Dynamic Properties of Structures on Seismic Response According to Montenegrin and European Regulations

Author:

Mrdak Ivan1,Rakočević Marina1,Žugić Ljiljana1,Usmanov Rustam2,Murgul Vera3,Vatin Nikolay3

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.

Reference15 articles.

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3. Ahmed Y. Elghazouli: Seismic design of buildings to Eurocode 8', (2009).

4. Pravilnik o tehničkim normativima za izgradnju objekata visokogradnje u seizmičkim oblastima, Sl. List br. 31/81, (1981).

5. V. Murgul: Features of energy efficient upgrade of historic buildings (illustrated with the example of Saint-Petersburg). Journal of Applied Engineering Science, 12(1) (2014) pp.1-10.

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