COMPARATIVE EXPERIMENTAL-THEORETICAL STUDY ON THE PERFORMANCE AND STRENGTH OF IMPERFECT CIRCULAR HOLLOW SECTION (CHS) COLUMNS: STEEL TUBES AND CONCRETE FILLED TUBES

• Type: Article in International Conference Proceedings Book
• Date: 2011

Authors

Rui Carneiro de Barros (Author) FEUP; Goncalves, G (Author) Other

Conference proceedings International

Title: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications

Pages: 281-302

CoRAN 2011: International Conference on Recent Advances in Nonlinear Models - Structural Concrete Applications

Coimbra, Portugal, 24 - 25 November 2011

Indexing

ISI Web of Knowledge - 0 Citations

Other information

Authenticus ID: P-00P-6C9

Abstract (EN): This paper exposes the results of a comparative experimental-theoretical study on the strength and performance of axially loaded concrete filled tubular steel columns. The theoretical-experimental comparisons were done either with estimates obtained using a non-linear geometric elastic analysis or using a modified Merchant-Rankine interaction diagram.

Language: English

Type (Professor's evaluation): Scientific

No. of pages: 22