• Latest news

    Latest news

  • Latest news

    Latest news

  • Home
  • News
  • Structural Concrete, Vol. 10, no. 2, June 2009

Structural Concrete, September 2014

The September 2014 issue of the Structural Concrete journal is now available to fib members via the Wiley Online Library. The articles featured in this edition are: ‘Building bridges using the balanced lift method’, ‘Concrete integral abutment bridges with reinforced concrete piles’, ‘Consistent practical design of concrete structures’, ‘Analytical and numerical evaluation of the design shear resistance of reinforced concrete slabs’, ‘Experimental investigations on the punching behaviour of reinforced concrete footings with structural dimensions’, ‘Modelling, verification and investigation of behaviour of circular CFST columns’, ‘Effect of welding heat on precast steel composite hollow columns’, ‘Minimum flexural reinforcement in rectangular and T-section concrete beams’, ‘Influence of time-dependent effects on the crack spacing in reinforced concrete beams’, ‘Stochastic fracture-mechanical parameters for the performance-based design of concrete structures’, ‘Towards a reliability-based post-fire assessment method for concrete slabs incorporating information from inspection’, ‘Effect of bond degradation due to corrosion – a literature survey’ and ‘Review of possible mineral materials and production techniques for a building material on the moon’.

fib members can access the articles by logging on in the ‘Members only’ section. Under the list item ‘Structural Concrete journal’, click on the ‘Wiley Online Library’ link to access the journal issues. There you will find the table of contents of the September issue and will be able to download the individual PDF files of the articles.

fib postal address

Ch. du Barrage, Station 18
CH-1015 Lausanne
Switzerland

Contact

p : +41 21 693 27 47
f : +41 21 693 62 45
e : info@fib-international.org
w : www.fib-international.org

Follow fib

Subscribe our newsletter

News

Follow us on
           

Join the fib

Join the fib