دانلود رایگان pdf مطالعه آزمایشگاهی اتصالات متداول فولادی
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EXPERIMENTAL BEHAVIOUR OF STEEL JOINTS
UNDER NATURAL FIRE
František Wald, Czech Technical University in Prague, Czech Republic
Luís Simões da Silva, University of Coimbra, Portugal
David Moore, Building Research Establishment, United Kingdom
Aldina Santiago, University of Coimbra, Portugal
ABSTRACT
Current design models for fire resistance of structures are based on isolated
member tests subjected to standard fire conditions. Such tests provide raw
data for numerical models and to develop design methods, however, they do
not reflect the behaviour of a complete building. Many aspects of behaviour
occur due to the interaction between members and cannot be predicted or observed
.in isolated tests
In order to study this global structural behaviour a research project was conducted
.on the 8-storey steel-concrete frame building at the Cardington laboratory
This paper summarises the experimental programme and presents the
.thermal and mechanical results of the studied joints