A platform for research: civil engineering, architecture and urbanism
Characteristics of Bearing Capacity of Square CFST Columns with Binding Bars under Eccentric Loads
Characteristics of Bearing Capacity of Square CFST Columns with Binding Bars under Eccentric Loads
Characteristics of Bearing Capacity of Square CFST Columns with Binding Bars under Eccentric Loads
Cai, J. (author) / Zhu, C.-H. (author) / Su, G.-Q. (author) / Lin, H.-B. (author) / Zhong, G.-K. (author) / Li, J. / South China University of Technology
International Symposium, Innovation & sustainability of structures in civil engineering; Proceedings of the international symposium on innovation & sustainability of structures in civil engineering, South China University of Technology ; 2009 ; Guangzhou, China
2009-01-01
6 pages
Includes bibliographical references and index; Also known as ISIS 2009
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Tests on residual ultimate bearing capacity of square CFST columns after impact
British Library Online Contents | 2018
|