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Axial compression performance analysis and bearing capacity calculation on square concrete-filled double-tube short columns
Affiliation:1. School of Civil Engineering, The University of Queensland, QLD 4072, Australia;2. Department of Civil Engineering, The University of Hong Kong, Hong Kong, People''s Republic of China;1. School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, ShaanXi 710072, China;2. School of Civil and Environmental Engineering, Nanyang Technological University, 50 Nanyang Avenue, Singapore;1. College of Civil Engineering, Sichuan Agricultural University, No. 288 Jianshe Road, Dujiangyan, Chengdu 611830, China;2. Key Laboratory of Deep Earth Science and Engineering, Ministry of Education, Sichuan University, Chengdu 610065, China;3. College of Architecture and Environment, Sichuan University, No. 24 South Section 1, Yihuan Road, Chengdu 610065, China;4. Failure Mechanics and Engineering Disaster Prevention and Mitigation Key Laboratory of Sichuan Province, Sichuan University, Chengdu 610065, China;1. School of Civil and Transportation Engineering, Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture, Beijing, China;2. Department of Civil Engineering, Monash University, Clayton, VIC 3800, Australia;3. China Construction Design International Co. Ltd, Beijing, China;4. Anshan Steel Pressure Vessel Co. Ltd., Anshan, China;5. Anshan Iron and Steel Group Corporation, Anshan, China;1. Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian University of Technology, Fuzhou, Fujian Province 350118, China;2. Centre for Infrastructure Engineering, Western Sydney University, Penrith, NSW 2751, Australia
Abstract:
Keywords:Square concrete-filled double steel tubular columns  Finite element analysis  Axial compression  Ultimate strength  Bearing capacity formula
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