Behavior of CFST Column to Concrete-Filled U-Shaped Steel Beam Joints with Slabs under Cyclic Loading

2022 ◽  
Vol 148 (3) ◽  
Author(s):  
Dan Gan ◽  
Feng Yan ◽  
Zhiqiang Yang ◽  
Zheng Zhou ◽  
Rui Cheng
Keyword(s):  
Cyclic Loading ◽  
Steel Beam

scholarly journals INELASTIC BEHAVIOR OF STEEL BEAM TO COMPOSITE COLUMN CONNECTIONS : Test under Cyclic Loading

1981 ◽  
Vol 301 (0) ◽  
pp. 65-75
Author(s):  
MORIHISA FUJIMOTO ◽  
KOICHI ASAI ◽  
MAMORU KIMURA ◽  
KATSUHIKO SAITO
Keyword(s):  
Cyclic Loading ◽  
Steel Beam ◽  
Inelastic Behavior ◽  
Composite Column

Cyclic loading test for concrete-filled U-shaped steel beam–RC column connections

2012 ◽  
Vol 36 ◽  
pp. 325-336 ◽  
Author(s):  
Hong-Gun Park ◽  
Hyeon-Jong Hwang ◽  
Cheol-Ho Lee ◽  
Chang-Hee Park ◽  
Chang-Nam Lee
Keyword(s):  
Cyclic Loading ◽  
Steel Beam ◽  
Loading Test ◽  
Cyclic Loading Test ◽  
Rc Column

Study on Seismic Behavior of Joint with Exterior Diaphragms between Concrete-Filled Square Steel Tubular Column and H-Type Steel Beam

2014 ◽  
Vol 578-579 ◽  
pp. 805-809
Author(s):  
Nan Li
Keyword(s):  
Cyclic Loading ◽  
Seismic Design ◽  
Seismic Behavior ◽  
Failure Criteria ◽  
Steel Beam ◽  
Equivalent Viscous Damping ◽  
Type Steel ◽  
Study Results ◽  
Energy Dissipation Capacity ◽  
Current Code

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.

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
Keyword(s):  
Cyclic Loading ◽  
Steel Beam ◽  
Damage Behavior

Cyclic loading tests of self-centering prestressed prefabricated steel beam-column joint with weakened FCP

2021 ◽  
pp. 113578
Author(s):  
Zi-Qin Jiang ◽  
Mei-Lin Chen ◽  
Zhong-Shuai Yang ◽  
Xiang-Yuan Li ◽  
Chao Cai
Keyword(s):  
Cyclic Loading ◽  
Steel Beam ◽  
Column Joint ◽  
Loading Tests ◽  
Cyclic Loading Tests
Sign in / Sign up

Export Citation Format

Share Document