Damage behavior of steel beam-to-column connections under inelastic cyclic loading

2017 ◽  
Vol 18 (11) ◽  
pp. 910-926
Author(s):  
Xi-yue Liu ◽  
Yuan-qing Wang ◽  
Jun Xiong ◽  
Yong-jiu Shi
2002 ◽  
Vol 2002 (0) ◽  
pp. 7-8
Author(s):  
Makoto IMANAKA ◽  
Tatuyuki HANANO ◽  
Masaki KIMOTO ◽  
Toshio SUGIBAYASHI

1981 ◽  
Vol 301 (0) ◽  
pp. 65-75
Author(s):  
MORIHISA FUJIMOTO ◽  
KOICHI ASAI ◽  
MAMORU KIMURA ◽  
KATSUHIKO SAITO

2012 ◽  
Vol 36 ◽  
pp. 325-336 ◽  
Author(s):  
Hong-Gun Park ◽  
Hyeon-Jong Hwang ◽  
Cheol-Ho Lee ◽  
Chang-Hee Park ◽  
Chang-Nam Lee

2014 ◽  
Vol 578-579 ◽  
pp. 805-809
Author(s):  
Nan Li

Based on the experiments of joint with exterior diaphragms between concrete-filled square steel tubular column and H-type steel beam under cyclic loading, with appropriate material stress-strain relations and failure criteria, the mechanical properties of this type of joint were researched by using ANSYS,finite element analyses were conducted under cyclic loading, the hysteretic and framework curves of this type joint between test and theoretical were researched. The study results showed that all specimens have good ductility and energy dissipation capacity. The story angle drift ductility ratios areμ=3.07~3.66,the elastic and elastic-plastic story angle drift are Φy=0.0041~0.0047 and Φu=0.0124~0.0172,and the equivalent viscous damping coefficients are he=0.26~0.35,which meet the needs of the current code for seismic design of building.


2021 ◽  
pp. 113578
Author(s):  
Zi-Qin Jiang ◽  
Mei-Lin Chen ◽  
Zhong-Shuai Yang ◽  
Xiang-Yuan Li ◽  
Chao Cai

2000 ◽  
Vol 2000.8 (0) ◽  
pp. 189-190
Author(s):  
Makoto IMANAKA ◽  
Tatsuyuki HAMANO ◽  
Toshio SUGIBAYASHI ◽  
Yusuke FUKUCHI

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