Improvement of CSM for high-strength S690 and S960 unlipped channel columns, beams and beam-columns
Author:
Funder
National Natural Science Foundation of China
Overseas Expertise Introduction Project for Discipline Innovation
Publisher
Elsevier BV
Subject
Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering
Reference46 articles.
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3. Experimental investigation on stub-column behavior of cold-formed High-strength steel tubular sections;Ma;J Struct Eng,2016
4. Experimental investigation of cold-formed high strength steel tubular beams;Ma;Eng Struct,2016
5. Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections;Wang;Eng Struct,2017
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