Cyclic testing of single bay steel frames with various types of masonry infill

被引:94
作者
Markulak, Damir [1 ]
Radic, Ivan [1 ]
Sigmund, Vladimir [1 ]
机构
[1] Univ Osijek, Fac Civil Engn, Osijek 31000, Croatia
关键词
Steel frame; Masonry infill; Cyclic loading; Hysteretic behaviour; Controlled behaviour; BEHAVIOR; RETROFIT;
D O I
10.1016/j.engstruct.2013.01.026
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents results of a part of the Croatian project "Seismic design of infilled frames" and deals with masonry infilled steel frames. The behaviour of steel frames infilled with masonry, commonly used in Croatia, was experimentally investigated under quasi-static cyclic loading. Besides, a new structural solution is proposed. Nine one-bay, one-storey masonry-infilled steel frames with three different masonry infill types: perforated clay blocks (C), lightweight AAC blocks (A) and newly proposed combination of these materials (CA), were built and tested. Proposed combined masonry infill (CA) allowed partial separation of the masonry from the frame at certain drift levels and prevented the infill's detrimental effects. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:267 / 277
页数:11
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