Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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. (Autor:in) / Kenji, S. (Autor:in) / Malhotra, V. M. / American Concrete Institute
International conference; 4th, Repair, rehabilitation and maintenance of concrete structures, and innovations in design and construction ; 2000 ; Seoul
01.01.2000
16 pages
Aufsatz (Konferenz)
Englisch
© 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
|