Seismic testing and numerical analysis of Y-shaped eccentrically braced frame made of high-strength steel

2018 ◽  
Vol 27 (6) ◽  
pp. e1455 ◽  
Author(s):  
Ming Lian ◽  
Mingzhou Su
2013 ◽  
Vol 838-841 ◽  
pp. 559-563
Author(s):  
Liu Sheng Duan ◽  
Ming Zhou Su ◽  
Hui Li

High strength steel composite K-type eccentrically braced frame is a new structural system, in which the link is made from low yield point steel and the others are made from high strength steel. In order to study the seismic behavior of such a structure, four one-bay one-story 1/2 scaled plane specimens were tested under the monotonic and cyclic load respectively. The failure modes and the main indexes of seismic behavior of specimens with various links length were analyzed. The results show that this new structural form is good at energy dissipation and ductility, and the way of energy absorbing by shear yield is better than by flexure yield. Under cyclic load, the main failure were concentrated at links, while the other parts of the eccentrically braced frame kept in elastic status. This kind of structure is an excellent dual resistance system and easy to rehabilitate after earthquake.


2018 ◽  
Vol 122 ◽  
pp. 554-571 ◽  
Author(s):  
Gang Liang ◽  
Hongchao Guo ◽  
Yunhe Liu ◽  
YanLong Li

2014 ◽  
Vol 54 (1) ◽  
pp. 153-159 ◽  
Author(s):  
Ken-ichi Ebihara ◽  
Takashi Iwamoto ◽  
Yukio Matsubara ◽  
Hiroki Yamada ◽  
Tsukasa Okamura ◽  
...  

2013 ◽  
Vol 4 (3) ◽  
pp. 143-152 ◽  
Author(s):  
Xuhong Qiang ◽  
Frans Bijlaard ◽  
Henk Kolstein ◽  
Leen Twilt

2018 ◽  
Vol 18 (4) ◽  
pp. 1350-1362 ◽  
Author(s):  
Xuhong Qiang ◽  
Nianduo Wu ◽  
Xu Jiang ◽  
Yongfeng Luo ◽  
Frans Bijlaard

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