izvorni znanstveni rad
The paper describes model testing of girders and results of using the transversely loaded flexible beam girder on appropriately prepared layered soil. Settlement and bending moment (relative girder deformities) are measured along the girder in order to produce necessary results. The procedures and results of testing are then compared and final results commented on.
foundation girder ; generally layered soil ; experiment ; settlement ; bending moment ; comparisons.
Razvojem virtualizacijskih tehnologija raste kompleksnost IT sustava, dok korisnici istovremeno zahtijevaju brži pristup resursima, napredne integracije i jednostavnost korištenja. Jedno od ključnih rješenja za ove izazove primjena je…
Ovaj rad istražuje i uspoređuje mogućnosti prosljeđivanja grafičkih kartica na Hyper-V i KVM hipervizorima prema virtualnim strojevima, detaljno opisujući metode, postupke i razlike u arhitekturi koje utječu na…
The ever-growing usage and adaptation of HTTP/3 in web traffic leverages Quick UDP Internet Connections (QUIC) as a transport protocol. QUIC is widely recognized for reduced latency, enhanced…
