A platform for research: civil engineering, architecture and urbanism
Effect of Filled-Concrete Height on Ultimate Strength and Ductility of Steel Tubular Bridge Pier with Partial Filled-Concrete
Effect of Filled-Concrete Height on Ultimate Strength and Ductility of Steel Tubular Bridge Pier with Partial Filled-Concrete
Effect of Filled-Concrete Height on Ultimate Strength and Ductility of Steel Tubular Bridge Pier with Partial Filled-Concrete
Wang, Z.F. (author) / Wu, Q. (author) / Sui, W.N. (author) / Yang, Qing
International conference; 4th, Technology of architecture and structure ; 2011 ; X'ian, China
Technology of architecture and structure ; 803-806
ADVANCED MATERIALS RESEARCH -ZUG- ; 368/373
2012-01-01
4 pages
"Sponsored by Division of Civil, Hydraulic, and Architecture Engineering of Chinese Academy of Engineering, China Civil Engineering Society"--Pref. Includes bibliographical references and index.
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Ultimate Strength and Ductility in Concrete-Filled Double Steel Tubular Columns
British Library Conference Proceedings | 1997
|Formwork support of bridge pier concrete filled steel tubular column
European Patent Office | 2024
|Strength and ductility of high strength concrete-filled steel tubular beam–columns
Online Contents | 2009
|Strength and ductility of high strength concrete-filled steel tubular beam–columns
Online Contents | 2009
|