Steel frames with klirit or glass infill subjected to cyclic loading
Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem
Apstrakt
Glass facade is traditionally considered as non structural element in buildings subjected to earthquake loading. Severe earthquake damage of windows glass panels initiated the research in this area in two directions. The first approach tends to minimize damage of glass panes as non structural elements. The second approach integrates glass panes in structural system in order to stabilize main bearing elements. In this paper the results of experimental investigation of composite panels subjected to in-plane cyclic loadings is presented. The panels are formed of steel frames, laminated glass or polycarbonate (klirit) infill and rubber joints. The presented results demonstrate the response of composite panels due to various load levels and frequencies.
Izvor:
Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 2016, 32, 221-228Izdavač:
- Građevinski fakultet, Subotica
Finansiranje / projekti:
Napomena:
- Zbornik radova Građevinskog fakulteta