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Examination of the semi-rigid nature of joints in steel frameworks

Ziel

Data on the actual structural characteristics of assemblies and complete frames are inadequate to serve as a basis for calibration work and as a result it is extremely difficult to evaluate the real safety level of complete structures. This is a particularly crucial problem for types of structures in which assemblies between structural elements have a limited capacity to transmit bending moment and behave in a semirigid fashion. This method of construction is nevertheless very widely used in Europe for multistorey steel frameworks.

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ARBED RECHERCHES
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4009 ESCH-SUR-ALZETTE
Luxemburg

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