International seminar on Precast Concrete Structures Accidental ...

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The by impact damaged roof beam remains in place through the membrane action of the steel deck and is still able to carry the roof structure through partial force transfer in the top and bottom flanges. Membrane action
Catenary action Difference between a monolithic and a precast structure Cast in-situ Precast Tie reinforcement Floor units are separating Floor slab and edge beam are acting together Floor beams fall from the supporting corbels Large cracks in the floor units due to torsion Large cracks between slab units and floor beams
Page 1 and 2: International <str
Page 3 and 4: Modern threats and building design
Page 5 and 6: Apartment building Maastricht Progr
Page 7 and 8: Types of accidental actions EN 1991
Page 9 and 10: Sequence of building damage
Page 11 and 12: Effect of building shape on air bla
Page 13 and 14: Categorisation of buildings Eurocod
Page 15 and 16: a) Indirect method • Tie force ap
Page 17 and 18: Primary local damage • Skeletal s
Page 19 and 20: Primary local damage • Floors and
Page 21: Catenary action • Flooded box cul
Page 25 and 26: Catenary action Loss of a corner co
Page 27 and 28: Force transfer mechanisms 1. Cantil
Page 29 and 30: Alternative solutions Floor spans i
Page 31 and 32: Specific load resistance method •
Page 33 and 34: Detailing • Ties for catenary act
Page 35 and 36: Detailing • Provisions for periph
Page 37 and 38: Detailing • Beam to floor connect
Page 39 and 40: Detailing • Wall to floor connect
Page 41 and 42: • Stairs Detailing Staircase to l
Page 43: fib Guide to good practice 1. 1. Te

International seminar on Precast Concrete Structures Accidental ...

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