Pregled bibliografske jedinice broj: 783307
Shear Wave Velocity as a Key Parameter that Steers Seismic Structural Design
Shear Wave Velocity as a Key Parameter that Steers Seismic Structural Design // Proceedings of the 8th International Congress of Croatian Society of Mechanics / Kožar, Ivica ; Bićanić, Nenad ; Jelenić, Gordan ; Čanađija, Marko (ur.).
Opatija: Hrvatsko društvo za mehaniku (HDM), 2015. str. 1-14 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Shear Wave Velocity as a Key Parameter that Steers Seismic Structural Design
Autori
Kraus, Ivan ; Džakić, Damir ; Papić, Jovan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 8th International Congress of Croatian Society of Mechanics
/ Kožar, Ivica ; Bićanić, Nenad ; Jelenić, Gordan ; Čanađija, Marko - Opatija : Hrvatsko društvo za mehaniku (HDM), 2015, 1-14
ISBN
9789537539214
Skup
8th International Congress of Croatian Society of Mechanics
Mjesto i datum
Opatija, Hrvatska, 29.09.2015. - 02.10.2015
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
spektar odziva; potresni proračun; brzina posmičnog vala; pritisak od konstrukcije
(response spectrum; seismic design; shear wave velocity; bearing pressure)
Sažetak
Seismic design of safe and economically justified structures is a multidisciplinary and challenging task. Due to complexity in modelling and high computational cost, soil is usually modelled using discrete impedance functions. On the other end, many code-based methods for design of earthquake resistant structures introduce the response spectrum (RS). Albeit both impedance and RS functions may govern design of e.g. nuclear facilities or hospital buildings, they seldom recognize stress induced from structure to foundation soil. This paper shows how this stress change the shear wave velocity distribution within foundation soil, a major soil property that steers the selection and shape of them mentioned functions and thus redirect structural design. A study was conducted: on a set of real soil profiles collected by the authors ; for both low and high structural loading and by using different methods for correction of free-field measurements of shear wave velocity within a soil profile to account for the overburden pressure.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo