Cyclic Testing of Bolt-Weld Joints Reinforced by Sleeves Connecting Circular CFST Columns to Steel Beams
This study examined the design of joints reinforced by sleeves for connecting circular concrete-filled steel tube columns to steel beams. Six half-scale specimens, including four bolt-weld joints reinforced by sleeves and two bolt and stiffened end-plate joints, were designed and tested under cyclic...
Main Authors: | Yonghong Bu, Qi Yang, Yihong Wang, Dongfang Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/9674128 |
Similar Items
-
Cyclic Behavior of Anchored Blind-Bolted Extended End-Plate Joints to CFST Columns
by: Yihuan Wang, et al.
Published: (2020-01-01) -
Parametric Analysis on the Circular CFST Column and RBS Steel Beam Joints
by: Rui Li, et al.
Published: (2019-05-01) -
Non-welded reinforcements in bolted steel beam/column connections
by: Sethi, Abdelaziz
Published: (1989) -
Regression equations for circular CFST columns carrying capacity evaluation
by: Vatulia Glib, et al.
Published: (2017-01-01) -
Behavior of bolted beam-to-column T-stub connections under cyclic loading
by: Smallidge, Jeffrey M.
Published: (2008)