EC 4: COLUMNS, SLABS AND SOME REMARKS ON EXECUTION
This paper deals with Eurocode No. 4, Part 1.1, chapters 4.8 and 9, and Annexe E. The design of composite columns assumes complete interaction between the steel sections and the concrete. This is the basis upon which slenderness ratios are calculated and buckling curves obtained. In contrast, the design of composite slabs with ductile behaviour takes into account both incomplete interaction and partial shear connection. This allows the inclusion of end anchorage facilities as well as additional reinforced bars. (A) The French title for this paper is: EC 4: Colonnes, dalles et remarques sur l'execution. The German title for this paper is: EC 4: Stuetzen, Platten und einig Bemerkungen ueber die Ausfuehrung. For the covering abstract of the conference see IRRD 855476.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/385748O777
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Corporate Authors:
International Association for Bridge and Structural Engineering
ETH-Honggerberg, Wolfgang-Pauli-Strasse 15
Zurich 8093, Switzerland CH-8093 -
Authors:
- ROIK, K
- BODE, H
- Conference:
- Publication Date: 1992
Language
- English
Media Info
- Features: References;
- Pagination: p. 215-22
Subject/Index Terms
- TRT Terms: Bridge piers; Buckling; Composite materials; Ductility; Reinforced concrete; Shear strength; Slabs; Standards; Steel; Structures; Thinness
- Uncontrolled Terms: Slenderness
- Geographic Terms: Europe
- ITRD Terms: 3434: Bridge pier; 5522: Buckling; 3352: Building (structure); 9005: Composite; 5909: Ductility; 8034: Europe; 4794: Reinforced concrete; 5531: Shear; 3491: Slab; 5513: Slenderness; 187: Specification (standard); 4542: Steel
- Subject Areas: Bridges and other structures;
Filing Info
- Accession Number: 00635560
- Record Type: Publication
- Source Agency: Transport Research Laboratory
- ISBN: 3-85748-O77-7
- Files: ITRD
- Created Date: Sep 21 1993 12:00AM