A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
SIMPLIFIED DESIGN METHOD FOR ULTIMATE CAPACITIES OF CIRCULARLY CONFINED HIGH-STRENGTH CONCRETE COLUMNS
SIMPLIFIED DESIGN METHOD FOR ULTIMATE CAPACITIES OF CIRCULARLY CONFINED HIGH-STRENGTH CONCRETE COLUMNS
SIMPLIFIED DESIGN METHOD FOR ULTIMATE CAPACITIES OF CIRCULARLY CONFINED HIGH-STRENGTH CONCRETE COLUMNS
Yuping, S. (author) / Kenji, S. (author) / Malhotra, V. M. / American Concrete Institute
International conference; 4th, Repair, rehabilitation and maintenance of concrete structures, and innovations in design and construction ; 2000 ; Seoul
2000-01-01
16 pages
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Behaviour and ultimate strength of steel-tube-confined high strength concrete columns
| British Library Conference Proceedings | 1996
Ultimate strength formula for concrete columns
| Engineering Index Backfile | 1943
Ultimate Capacity Design of Confined HSC Columns
| British Library Conference Proceedings | 1999
Comparison of Strength and Ultimate Strain Models of Concrete Columns Confined with FRP
| British Library Online Contents | 2009
Ultimate strength formulae for concrete columns
| Engineering Index Backfile | 1943