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.
Source:
Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 2016, 32, 221-228
TY - CONF
AU - Nestorović, Miodrag
AU - Terzović, Jefto
AU - Mandić, Rastislav
PY - 2016
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1397
AB - 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.
PB - Građevinski fakultet, Subotica
C3 - Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
T1 - Steel frames with klirit or glass infill subjected to cyclic loading
T1 - Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem
EP - 228
SP - 221
VL - 32
DO - 10.14415/konferencijaGFS2016.021
ER -
@conference{
author = "Nestorović, Miodrag and Terzović, Jefto and Mandić, Rastislav",
year = "2016",
abstract = "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.",
publisher = "Građevinski fakultet, Subotica",
journal = "Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016",
title = "Steel frames with klirit or glass infill subjected to cyclic loading, Čelični okviri sa ispunom od klirita ili stakla pod ciklkičnim opterećenjem",
pages = "228-221",
volume = "32",
doi = "10.14415/konferencijaGFS2016.021"
}
Nestorović, M., Terzović, J.,& Mandić, R.. (2016). Steel frames with klirit or glass infill subjected to cyclic loading. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016
Građevinski fakultet, Subotica., 32, 221-228.
https://doi.org/10.14415/konferencijaGFS2016.021
Nestorović M, Terzović J, Mandić R. Steel frames with klirit or glass infill subjected to cyclic loading. in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016. 2016;32:221-228.
doi:10.14415/konferencijaGFS2016.021 .
Nestorović, Miodrag, Terzović, Jefto, Mandić, Rastislav, "Steel frames with klirit or glass infill subjected to cyclic loading" in Zbornik radova 4. međunarodne konferencije Savremena dostignuća u građevinarstvu 2016, 32 (2016):221-228,
https://doi.org/10.14415/konferencijaGFS2016.021 . .
