Numerical Evaluation of Dynamic Responses of Steel Frame Structures with Different Types of Haunch Connection Under Blast Load

Numerical Evaluation of Dynamic Responses of Steel Frame Structures with Different Types of Haunch Connection Under Blast Load

This research is aimed at investigating the dynamic behaviour of, and to analyse the dynamic response and dynamic performance of steel frames strengthened with welded haunches subjected to a typical hydrocarbon blast loading. The structural dynamic analysis was carried out incorporating the selected...

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Bibliographic Details
Main Authors: Mustafasanie M. Yussof, Jordan Halomoan Silalahi, Mohd Khairul Kamarudin, Pei-Shan Chen, Gerard A. R. Parke
Format: Article
Language:English
Published: MDPI AG 2020-03-01
Series:Applied Sciences
Subjects:
blast loading
welded haunch connection
steel frame structures
non-linear dynamic analysis
abaqus
multiple degree of freedom (mdof)
frame ductility ratio
Online Access:https://www.mdpi.com/2076-3417/10/5/1815

Internet

https://www.mdpi.com/2076-3417/10/5/1815

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