International seminar on Precast Concrete Structures Accidental ...

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• Suspension Depending on the rigidity of the frame structure above the lost column, a part of the column load could also be transferred by the vertical tie reinforcement in the columns above the removed column. When this is not the case, each one of the above floor structures will have to take up his part of the excessive load. Catenary action
Catenary action Loss of a corner column Cast in-situ The floor units are separating from each other because of the large deformation and torsion Cantilever action floors A D Precast B E C Cantilever action edge floor beam F
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 and 22: Catenary action • Flooded box cul
Page 23: Catenary action Difference between
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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