Skip to main navigation
Skip to search
Skip to main content
Penn State Home
Help & FAQ
Link opens in a new tab
Search content at Penn State
Home
Researchers
Research output
Research units
Equipment
Grants & Projects
Prizes
Activities
Mechanical behavior of T-shaped CFST column to steel beam joint
Yu Cheng
, Yuanlong Yang
, Binyang Li
, Jiepeng Liu
, Yohchia Frank Chen
School of Science, Engineering & Technology (Harrisburg)
Research output
:
Contribution to journal
›
Article
›
peer-review
37
Link opens in a new tab
Scopus citations
Overview
Fingerprint
Fingerprint
Dive into the research topics of 'Mechanical behavior of T-shaped CFST column to steel beam joint'. Together they form a unique fingerprint.
Sort by
Weight
Alphabetically
Keyphrases
Mechanical Behavior
100%
Steel Beam
100%
T-shaped CFST Column
100%
Joint Strength
80%
Joint Stiffness
60%
Steel Tube
60%
Rib Stiffeners
60%
Mechanical Model
40%
H-shaped Steel Beam
40%
Numerical Results
20%
Finite Element Model
20%
Multi-cell
20%
Seismic Behavior
20%
Simplified Design Method
20%
Energy Dissipation Capacity
20%
Seismic Performance
20%
Practical Design
20%
Rigid Joint
20%
Front Surface
20%
Braced Frames
20%
Design Suggestion
20%
Joint Energy
20%
Axial Load Ratio
20%
Vertical Stiffener
20%
Inter-story Drift Ratio
20%
Front Face
20%
Engineering
Joints (Structural Components)
100%
Steel Beam
100%
Mechanical Property
100%
Concrete Filled Steel Tube
100%
Joint Strength
57%
Steel Tube
42%
Rigidity
42%
Mechanical Model
28%
Thickness Ratio
28%
Energy Dissipation
14%
Finite Element Modeling
14%
Design Method
14%
Test Result
14%
Shear Deformation
14%
Axial Load
14%
Seismic Performance
14%
T Cell
14%
Rigid Joint
14%
Seismic Behavior
14%
Front Side
14%
Load Ratio
14%
Bracing System
14%
Front Face
14%
Eurocodes
14%