Test on full-scale three-storey steel moment frame and assessment of ability of numerical simulation to trace cyclic inelastic behaviour

2005 ◽  
Vol 35 (1) ◽  
pp. 3-19 ◽  
Author(s):  
Masayoshi Nakashima ◽  
Tomohiro Matsumiya ◽  
Keichiro Suita ◽  
Dawei Liu
2020 ◽  
Vol 26 (64) ◽  
pp. 869-874
Author(s):  
Shotaro YAGI ◽  
Tsuyoshi SEIKE ◽  
Satoshi YAMADA ◽  
Takanori ISHIDA ◽  
Shoichi KISHIKI ◽  
...  

2012 ◽  
Vol 204-208 ◽  
pp. 2705-2712
Author(s):  
Sang Hoon Oh ◽  
Hong Sik Ryu

A test on a full-scale model of a three-spans and two-story steel moment frame with dampers and releasable slab was conducted. The details of the test frames, test instruments, set-up procedures, and test procedures were presented. The column and beam were connected by dampers that could initiate the plastic deformation during cyclic loading before damage occurred in the beam and column. The precast concrete slab was designed to be releasable and for saving story height. The primary objective of this test was to verify structural performance and constructability of a full-scale sustainable steel frame. Test results confirm that the sustainable frame showed stable hysteretic behavior without any serious damage up to a drift angle of 1/12; and the sustainable frames were released systematically in spite of serious cyclic loading.


Author(s):  
Keiichiro Suita ◽  
Yuko Shimada ◽  
Motohide Tada ◽  
Yuichi Matsuoka ◽  
Satoshi Yamada ◽  
...  

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