PRIMENA “PUSHOVER“ ANALIZE NA VIŠESPRATNE ARMIRANOBETONSKE RAMOVE

Ovisnost odziva armiranobetonskih visokih zgrada o mjeri intenziteta potresa

U radu je provedena analiza ovisnosti između mjere intenziteta potresa IM i parametra seizmičkog odziva EDP, radi pronalaženja i definiranja najučinkovitijih ovisnosti EDPIM za armiranobetonske visoke zgrade. Kao referentna konstrukcija izabrana je trideseterokatna AB visoka zgrada konstrukcijskog sustava s AB jezgrom. U okviru analize provedeno je 240 nelinearnih dinamičkih analiza na djelovan...

Pushover Analysis of Long Span Bridge Bents

Pushover Analysis of Piles in Stratified Soil

Pile foundations have been the subject of interest for earthquake engineers since last several decades. The devastations caused in major earthquakes of the world can be the reason enough to carry out the research on the topic of seismic behavior of piles. One definite concern is liquefaction induced ground movement after the shaking in an earthquake, causing extra lateral loads acting on piles....

Modal Pushover Analysis of SAC Buildings

The nonlinear static procedure (NSP) or pushover analysis in FEMA-273 [FEMA, 1997] has become a standard procedure in current structural engineering practice. Seismic demands are computed by nonlinear static analysis of the structure, which is subjected to monotonically increasing lateral forces with an invariant height-wise distribution until a target displacement is reached. None of the curre...

An Information System to Analize Cultural Heritage Information

Managing information related to cultural heritage sites is an important task and much work has been devoted to developing special purpose document management systems. These systems are able to store and retrieve large amounts of documents; however, while this is adequate for some purposes, it is not sufficient for research and conservation work. Researchers need to determine relationships betwe...