NDLI: Cyclic Reversed Loading Test of Different Structural Beam-To-Column Connections in Assembled Steel Structure

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Cyclic Reversed Loading Test of Different Structural Beam-To-Column Connections in Assembled Steel Structure

Content Provider	Scilit
Author	Cao, Wanlin Zhang, Zongmin
Copyright Year	2019
Description	Journal: Iop Conference Series: Earth and Environmental Science Three new assembled connections between an I-section beam and I-section column were proposed in this paper. To investigate the aseismic behaviour of these assembled connections, four specimens under cyclic loading were tested. The test process of the specimens was recorded and analyzed. The hysteretic properties, failure mode, ultimate load, and ductility were studied. The test results show that the specimens with assembled connections have better ductility and bearing capacity than the specimen with a welding type connection. The specimen with an "L" shaped steel plate has a strong energy dissipation capacity but low flexural rigidity. If triangular stiffeners were added to the "L" shaped steel plate, the mechanical properties of the assembled connection would be substantially improved.
Related Links	https://iopscience.iop.org/article/10.1088/1755-1315/304/5/052048/pdf
ISSN	17551307
e-ISSN	17551315
DOI	10.1088/1755-1315/304/5/052048
Journal	Iop Conference Series: Earth and Environmental Science
Issue Number	5
Volume Number	304
Language	English
Publisher	IOP Publishing
Publisher Date	2019-09-18
Access Restriction	Open
Subject Keyword	Journal: Iop Conference Series: Earth and Environmental Science Civil Engineering Assembled Connections
Content Type	Text
Resource Type	Article
Subject	Earth and Planetary Sciences Physics and Astronomy Environmental Science

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