Background to fib Model Code 2010 shear provisions – part II: punching shear
- 28 May 2013
- journal article
- research article
- Published by Wiley in Structural Concrete
- Vol. 14 (3) , 204-214
- https://doi.org/10.1002/suco.201200064
Abstract
No abstract availableKeywords
This publication has 12 references indexed in Scilit:
- Background to the fib Model Code 2010 shear provisions – part I: beams and slabsStructural Concrete, 2013
- Design for punching of prestressed concrete slabsStructural Concrete, 2012
- Punching shear strength of steel fibre reinforced concrete slabsEngineering Structures, 2012
- The levels‐of‐approximation approach in MC 2010: application to punching shear provisionsStructural Concrete, 2012
- Strengthening of flat slabs with post-tensioning using anchorages by bondingEngineering Structures, 2011
- Non-axis-symmetrical punching shear around internal columns of RC slabs without transverse reinforcementMagazine of Concrete Research, 2011
- Strain-based strength model for direct punching shear of interior slab–column connectionsEngineering Structures, 2011
- Punching of RC slabs under eccentric loadsStructural Concrete, 2010
- Zum Durchstanzen von Flachdecken nach Eurocode 2Beton- und Stahlbetonbau, 2010
- The advanced strip method – a simple design toolMagazine of Concrete Research, 1982