Robustness analysis of structural timber truss systems

摘要: Progressive collapse is characterized by disproportion between the magnitude of a triggering event and resulting in large part or entire structure. Robustness structures has been recognized as desirable property because several system failures, such Ronan Point Apartment Building 1968, where consequences were deemed unacceptable relative to initiating damage. After World Trade Centre, robustness obtained renewed interest, primarily serious related failure advanced types structures. In introduction different requirements probabilistic definitions are given. Special attention given for timber This paper will focus on structural systems that commonly used designers’ practise (these trusses calculated according EC5 100% utilization elements). Comparison these conclusion