WG3

6.1 Risk assessment of structures under the fire after earthquake

6.2 The fire modeling in the integrated fire protection design

6.3 Common philosophy for design under extreme loadings

6.5 Struktural details of the Fire Station of Naples

6.6 Unilateral analysis of masonry monuments and reinforcement

6.7 Fire protection of steel Structures using sprinkler system

6.8 Evaluation of the fire resistance of the Barreiro Retail Park steel structure, Portugal

6.9 The Zetter Hotel, London

6.10 Bohumín fire test

6.11 The evalution of required fire resistance of building structural elements on the basis of Polish Legal regulations

6.12 Fire Safety Engineering (FSE) in Czech Republic