Behaviour of steel beam-column joints subjected to quasi-static and impact loads

Currently, there are very few numerical and experimental studies of commonly-used fin plate (or shear tab) and welded unreinforced flanges with bolted web joints subjected to impact loads. In this paper, an experimental programme of these two types of joints was presented and five steel specimens we...

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Bibliographic Details
Main Authors: Chen, Kang, Zhang, Yao, Tan, Kang Hai
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2022
Subjects:
Online Access:https://hdl.handle.net/10356/159759
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Institution: Nanyang Technological University
Language: English

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