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Table of Contents
Editorial | 2 |
Contents | 3 |
Aims and Scope | 4 |
Steel fiber reinforced concrete pipes. Part 1: | 7 |
Steel fibre reinforced concrete pipes. Part 2: Numerical | 18 |
Simplified damage models applied in the numerical | 32 |
Cement-base bearing pads mortar for connections | 44 |
The influence of low temperature on the evolution of concrete | 74 |
Reliability of buildings in service limit state for maximum | 90 |