Tests and model calibration of high-strength steel tubular beam-to-column and column-base composite joints for moment-resisting structures
Author:
Affiliation:
1. Deparment of Architectural and Urban Patrimony; Mediterranean University of Reggio Calabria; Reggio Calabria Italy
2. Department of Civil, Environmental and Mechanical Engineering; Trento University; Trento Italy
Publisher
Wiley
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2547/fullpdf
Reference42 articles.
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2. High strength steel tension splices with one or two bolts;Moze;Journal of Constructional Steel Research,2010
3. Investigations on bolted connections for high strength steel members;Puthli;Journal of Constructional Steel Research,2001
4. Imperfection, residual stress and yield slenderness limit of very high strength (VHS) circular steel tubes;Jiao;Journal of Constructional Steel Research,2003
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