Experimental research on behavior of 460 MPa high strength steel I-section columns under cyclic loading

Title
Experimental research on behavior of 460 MPa high strength steel I-section columns under cyclic loading
Authors
Keywords
high strength steel, width-to-thickness ratio, axial load ratio, seismic behavior, I-section column
Journal
Earthquake Engineering and Engineering Vibration
Volume 13, Issue 4, Pages 611-622
Publisher
Springer Nature
Online
2014-12-19
DOI
10.1007/s11803-014-0267-4

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