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Effective stiffness for structural analysis of buildings in earthquake (CROSBI ID 585114)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Vidović, Damir ; Grandić, Davor ; Šćulac, Paulo Effective stiffness for structural analysis of buildings in earthquake // Zbornik radova GNP 2012 / Knežević, Miloš ; Šćepanović, Biljana (ur.). Žabljak: Građevinski fakultet Univerziteta Crne Gore, 2012. str. 811-818

Podaci o odgovornosti

Vidović, Damir ; Grandić, Davor ; Šćulac, Paulo

engleski

Effective stiffness for structural analysis of buildings in earthquake

The latest trend in seismic design of structures according to Eurocode 8 implies taking into account the effect of cracking while evaluating the stiffness of reinforced concrete elements – the stiffness affects on size of seismic forces and lateral displacements. In this paper an analysis of effective stiffness of cracked reinforced concrete elements depending on the size of axial force and the amount of longitudinal reinforcement was conducted, taking into account the tension stiffening effect. The results obtained through this analysis were then applied to a seven – storey residential building.

cracked reinforced concrete elements; effective stiffness; seismic forces

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Podaci o prilogu

811-818.

2012.

objavljeno

Podaci o matičnoj publikaciji

Zbornik radova GNP 2012

Knežević, Miloš ; Šćepanović, Biljana

Žabljak: Građevinski fakultet Univerziteta Crne Gore

978-86-82707-21-9

Podaci o skupu

ČETVRTI INTERNACIONALNI NAUČNO-STRUČNI SKUP GRAĐEVINARSTVO - NAUKA I PRAKSA

predavanje

20.02.2012-24.02.2012

Žabljak, Crna Gora

Povezanost rada

Građevinarstvo