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Behaviour of bolted steel splice connections under fire
Paul Akagwu,
FA Ali
,
A Nadjai
Belfast School of Architecture & the Be
Faculty Of Computing, Eng. & Built Env.
Research output
:
Contribution to journal
›
Article
›
peer-review
13
Citations (Scopus)
35
Downloads (Pure)
Overview
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Keyphrases
In Fire
100%
Failure Mode
100%
Splice Connection
100%
Structural Behavior
50%
Elevated Temperature
50%
3-point
50%
4-point
50%
Steel Structures
50%
Ductility
50%
Loading Configuration
50%
Exposed to Fire
50%
Ultimate Strength
50%
Load Ratio
50%
Finite Element Model
50%
ISO 834
50%
Steel Frame
50%
Heating Curve
50%
Strength Prediction
50%
Elevated Temperature Conditions
50%
Mode Strength
50%
Connection Load
50%
Moment Load
50%
Shear Load
50%
Steel Connections
50%
Connection Behavior
50%
Ambient Temperature Conditions
50%
Engineering
Bolt
100%
Shear Loads
50%