Design for SLS according to fib Model Code 2010

Technical Paper from Structural Concrete 02/2013

Authors: György L. Balázs et al.

Structural Concrete - Sample Copy

Structural Concrete, the official journal of the fib, provides conceptual and procedural guidance in the field of concrete construction.

Bio-inspired kinetic façade for the thematic pavilion “One Ocean” EXPO 2012 in Yeosu, Korea

Article from Bautechnik 07/2013

Authors: Jan Knippers, Hauke Jungjohann, Florian Scheible, Matthias Oppe

Mining Report Special Issue

cover story: The art of working efficiently fitting-out three gravity-fed coal bunkers consecutively is described in the article ‘Three bunkers at a single stroke’.

Professor Jacob Wardenier reaches 70

Prof. Dr. Ir. Jacob Wardenier, known to his colleagues and friends worldwide as Jaap, is 70 years old on 27 May 2013.

With the groundbreaking innovations at the pinnacle of his achievements, he still continues unabatedly with research and publications as well as continuing with his thriving consultancy work.

Carriers in construction

Career opportunities: Civil engineer (m/f), Building physicist (m/f), Structural engineer (m/f), Bridge engineer (m/f), University professor...

Mauerwerk - not just a German journal

Mauerwerk - sounds German is German, but not always in German. Frequently we publish articles in English in order to provide our English readers with important and interesting information regarding masonry.

fib Model Code for Concrete Structures 2010: a landmark in an ongoing development

Find here the editorial from Joost Walraven (Convenor of fib SAG5) and György L. Balázs  (President of fib 2011–12) about the fib Model Code for Concrete Sturctures.

Mauerwerk 2/13: New Article in English available

Reinforced Concrete-Gap-Element against earthquake - experimental and numerical study

In this article it will be shown how masonry walls with arranged notched reinforced concrete beams behave as a typical bearing wall in a masonry building. A special pseudo-dynamic algorithm was developed in order to simulate the boundary conditions of the masonry wall in a building and during an earthquake closely to reality.

Prague Metro

Article from Geomechanics and Tunnelling 02/2013

Authors: Ing. Otakar Hasík, Ing. Jiri Růzicka