CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 221-228
STEEL FRAMES WITH KLIRIT OR GLASS INFILL SUBJECTED TO CYCLIC LOADING| |
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| DOI: 10.14415/konferencijaGFS 2016.021 |
| UDC: 692.232 : 691.618.5 |
| CC-BY-SA 4.0 license |
| Author : Nestorović, Miodrag; Terzović, Jefto; Mandić, Rastislav |
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| | Summary: |
| | 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. |
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| | Keywords: |
| | infilled frames, glass, klirit, cyclic loading |
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