prikaz prve stranice dokumenta A comparison of structural analyses procedures for earthquake-resistant design of building
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A comparison of structural analyses procedures for earthquake-resistant design of building
Earthquakes and structures, 20 (2021), 5; 531-542. https://doi.org/10.12989/eas.2021.20.5.531
Latifi, Reza; Hadzima-Nyarko, Marijana

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Latifi, R. i Hadzima Nyarko, M. (2021). A comparison of structural analyses procedures for earthquake-resistant design of building. Earthquakes and structures, 20. (5), 531-542. doi: 10.12989/eas.2021.20.5.531

Latifi, Reza i Marijana Hadzima Nyarko. "A comparison of structural analyses procedures for earthquake-resistant design of building." Earthquakes and structures, vol. 20, br. 5, 2021, str. 531-542. https://doi.org/10.12989/eas.2021.20.5.531

Latifi, Reza i Marijana Hadzima Nyarko. "A comparison of structural analyses procedures for earthquake-resistant design of building." Earthquakes and structures 20, br. 5 (2021): 531-542. https://doi.org/10.12989/eas.2021.20.5.531

Latifi, R. i Hadzima Nyarko, M. (2021) 'A comparison of structural analyses procedures for earthquake-resistant design of building', Earthquakes and structures, 20(5), str. 531-542. doi: 10.12989/eas.2021.20.5.531

Latifi R, Hadzima Nyarko M. A comparison of structural analyses procedures for earthquake-resistant design of building. Earthquakes and structures [Internet]. 2021. [pristupljeno 22.01.2025.];20(5):531-542. doi: 10.12989/eas.2021.20.5.531

R. Latifi i M. Hadzima Nyarko, "A comparison of structural analyses procedures for earthquake-resistant design of building", Earthquakes and structures, vol. 20, br. 5, str. 531-542, 2021. [Online]. Dostupno na: https://urn.nsk.hr/urn:nbn:hr:133:709545. [Citirano: 22.01.2025.]

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Podaci o radu
Naslov (engleski)A comparison of structural analyses procedures for earthquake-resistant design of building
AutorReza Latifi
AutorMarijana Hadzima-Nyarko
Autorova ustanovaSveučilište Josipa Jurja Strossmayera u Osijeku
Građevinski i arhitektonski fakultet Osijek
Znanstveno / umjetničko
područje, polje i grana		TEHNIČKE ZNANOSTI
Građevinarstvo
Sažetak (engleski)
Several seismic analysis procedures in the latest standards have been developed for structural design and assessment. Since these methods have different advantages and limitations, a comprehensive comparison of these procedures is required to select the most effective one. The three most common methods are the Equivalent Lateral Force (ELF) method, Modal Response Spectrum (MRS) analysis, and Linear Response History (LRH) analysis. This research intends to present a comparative study of these methods, according to ASCE 7-16 standard by utilizing ETABS® software. They were examined in terms of base shear and distribution of story shear forces for a sixth- story reinforced concrete (RC) building, designed according to ACI 318-19 standard. Building code requirements for RC structures with the dual lateral force-resisting system in a high seismic zone are discussed. The results show that the ELF procedure's base shear for the building under consideration is conservative compared to the MRS or LRH analysis. The vertical distribution of the ELF procedure is just a function of the structure's fundamental period ; however, the advantage of the MRS and LRH analysis is that they provide information as to how the distribution of mass and stiffness of a structure influences the member forces and displacements.
Ključne riječi (engleski)
Jezikengleski
Vrsta publikacijeZnanstveni rad - Izvorni znanstveni rad
Status objaveObjavljen
Vrsta recenzijeRecenziran - međunarodna recenzija
Verzija publikacijeObjavljena verzija rada (izdavačev PDF)
Naslov časopisaEarthquakes and structures
Brojčani podacivol. 20, br. 5, str. 531-542
p-ISSN2092-7614
e-ISSN2092-7622
DOIhttps://doi.org/10.12989/eas.2021.20.5.531
URN:NBNurn:nbn:hr:133:709545
Datum objave publikacije2021
Vrsta resursaTekst
Prava pristupaOtvoreni pristup
Uvjeti korištenjaIkona licence Imenovanje 4.0 međunarodna (CC BY 4.0)
Datum i vrijeme pohrane2024-12-05 08:26:31