izvorni znanstveni rad
In this work, the contact problem of shallow combined foundation system resting on soil modeled as elastic half space or elastic layered soil medium of finite depth has been analyzed. The analysis was carried over a two rigid footings connected by elastic flexible foundation beam. Special emphasis was pointed on their interaction in related to underlying soil load transfer. The numerical analysis has been performed by finite difference method.
combined shallow foundation system; rigid footing; foundation beam; contact problem; interaction; elasticity; layered soil medium; load transfer; settlement
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…
