An engineered infilled frame: Behavior and calibration

被引:34
|
作者
Mohammadi, M. [1 ]
Akrami, V. [1 ,2 ]
机构
[1] IIEES, Struct Res Ctr, Tehran, Iran
[2] Sharif Univ Technol, Tehran, Iran
关键词
Engineered Infilled Frame (EIF); Frictional Sliding Fuse (FSF); Hysteresis energy; Damping ratio; Adjustable strength; Fibrous concrete;
D O I
10.1016/j.jcsr.2010.01.008
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The results of an experimental investigation on some engineered infilled frames with high ductility and adjustable strength are presented in this paper. To achieve an engineered mulled frame, an element is added to the infill, called Frictional Sliding Fuses (FSFs). The fuse acts before infill corner crushing and controls the infill so that it is not overloaded. Consequently, it increases the deformation capacity and decreases the strength deterioration. An FSF has a frictional nature, based on which the infill has more appropriate hysteresis cycles, leading to more structural energy damping during earthquakes. The results show that the engineered infilled frames have adjustable strength, as well as high ductility and damping. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:842 / 849
页数:8
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