International seminar on Precast Concrete Structures Accidental ...

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) Alternative load path method • The alternative load path method implies that: the local damage must be bridged by an alternative load-bearing system: catenary action, cantilevering action, bridging action, suspension. The transition to this system is associated with dynamic effects that should be considered . the structure in its whole must shown to be stable with the local damage under the relevant load combination
Primary local damage • Skeletal structures Area of application of static load External column removal location Internal column removal location External column removal location Area of application of static load Corner column removal Internal column removal Example of location of columns for design removal External column removal
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: a) Indirect method • Tie force ap
Page 19 and 20: Primary local damage • Floors and
Page 21 and 22: Catenary action • Flooded box cul
Page 23 and 24: Catenary action Difference between
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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