Pregled bibliografske jedinice broj: 713819
Direction Based Elastic Period Expressions of Reinforced Concrete Shear Wall Dominant Structures using Genetic ALgorithms
Direction Based Elastic Period Expressions of Reinforced Concrete Shear Wall Dominant Structures using Genetic ALgorithms // Second European Conference on Earthquake Engineering and Seismology / Ansal, Atilla (ur.) (ur.).
Istanbul: EAEE, 2014. str. 1205-1216 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 713819 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Direction Based Elastic Period Expressions of Reinforced Concrete Shear Wall Dominant Structures using Genetic ALgorithms
Autori
Hadzima-Nyarko, Marijana ; Morić, Dragan ; Nyarko, Emmanuel Karlo ; Draganić, Hrvoje
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Second European Conference on Earthquake Engineering and Seismology
/ Ansal, Atilla (ur.) - Istanbul : EAEE, 2014, 1205-1216
Skup
Second European Conference on Earthquake Engineering and Seismology
Mjesto i datum
Istanbul, Turska, 24.08.2014. - 28.08.2014
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Elastic period ; reinforced concrete shear wall dominant structures ; seismic codes ; genetic algorithms
Sažetak
Empirical formulas for estimating the fundamental period provided by building codes are generally expressed as a function of building height, material (steel, reinforced concrete (RC)) and building type (frame or shear wall (SW)). Although these empirical equations are widely used in practice, it has been indicated that they can be improved. In order to evaluate the dynamic properties of RC SW buildings, a parametric study on 230 different RC building models with shear walls was carried out by varying the following parameters: building height, number of bays and the ratio of shear walls area to floor area. The periods obtained from eigenvalue analysis were compared with the period obtained using building codes. Direction based expressions are proposed for predicting the elastic period of regular RC SW structures and are obtained by performing non-linear regression analysis on the database using genetic algorithms.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Računarstvo
POVEZANOST RADA
Ustanove:
Građevinski i arhitektonski fakultet Osijek,
Fakultet elektrotehnike, računarstva i informacijskih tehnologija Osijek
Profili:
Marijana Hadzima-Nyarko
(autor)
Dragan Morić
(autor)
Emmanuel Karlo Nyarko
(autor)
Hrvoje Draganić
(autor)