Behavior of Concrete-Filled U-Shaped Steel Beam to CFSST Column Connections
Two new types of connection between concrete-filled U-shaped steel (CFUS) beams and concrete-filled square steel tube (CFSST) columns were presented in this study, including rebar-sleeve with internal diaphragm connection and rebar-through with internal diaphragm connection. Based on the experiments...
Main Authors: | Yan Lin, Zhijie Zhao, Xuhui Gao, Zhen Wang, Shuang Qu |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2023-02-01
|
Series: | Buildings |
Subjects: | |
Online Access: | https://www.mdpi.com/2075-5309/13/2/517 |
Similar Items
-
Damage Detection of Concrete-Filled Square Steel Tube (CFSST) Column Joints under Cyclic Loading Using Piezoceramic Transducers
by: Juan Zhang, et al.
Published: (2018-09-01) -
Design Model of Rectangular Concrete-Filled Steel Tubular Stub Columns under Axial Compression
by: Faesal Alatshan, et al.
Published: (2023-01-01) -
A Neural Network Model to Predict Ultimate Strength of Rectangular Concrete Filled Steel Tube Beam – Columns
by: Ahmed Sagban Saadoon, et al.
Published: (2012-11-01) -
Fire Resistance of Axially Loaded Slender Concrete Filled Steel Tubular Columns – Development of a Three-Dimensional Numerical Model and Comparison with Eurocode 4
by: A. Espinós, et al.
Published: (2009-01-01) -
Iterative Finite Element Analysis of Concrete-Filled Steel Tube Columns Subjected to Axial Compression
by: Payam Sarir, et al.
Published: (2022-11-01)