International seminar on Precast Concrete Structures Accidental ...

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Specific load resistance method • Design of key elements Where the effect of the removal of any single column or beam carrying a column would result in collapse of any area greater than 100 m² or 15% of the area of the storey, that member should be designed as a key element. Key elements should be designed for an accidental loading not less than 34 kN/m², or the noti<strong>on</strong>al load imposed by authorities. Any other member or other structural comp<strong>on</strong>ent which provides lateral restraint vital to the stability of a key element should itself also be designed as a key element for the same accidental loading.
Specific load resistance method • Practical example wall panel structure Internal cross wall Edge cross wall External wall removal Alternative (a): cross-wall system with key elements at the edge
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 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: Alternative solutions Floor spans i
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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