Download Tall Buildings: Structural Systems and Aerodynamic Form by Mehmet Halis Günel PDF

By Mehmet Halis Günel

The structural challenges of development 800 metres into the sky are huge, and comprise a number of components which do not affect low-rise development. This ebook focusses on those components in particular to supply the architectural and structural wisdom which must be taken under consideration for you to layout tall constructions effectively. In offering examples of metal, bolstered concrete, and composite structural platforms for such constructions, it is shown that wind load has an important influence at the architectural and structural layout. The aerodynamic method of tall structures is taken into account during this context, as is earthquake brought about lateral loading.

Case reports of a few of the world’s so much iconic structures, illustrated with complete color pictures, structural plans and axonometrics, will deliver to lifestyles the layout demanding situations which they awarded to architects and structural engineers. The Empire country construction, the Burj Khalifa, Taipei one zero one and the HSB Turning Torso are quite a few examples of the structures whose real-life requirements are used to provide an explanation for and illustrate middle layout rules, and their next influence at the accomplished structure.

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Extra info for Tall Buildings: Structural Systems and Aerodynamic Form

Sample text

Shear trusses and walls, despite being less ductile than the frame, dissipate energy while staying within elastic limits because of the larger size of the shear area subjected to the shear force caused by lateral loads, and exhibit smaller lateral deformations. Thus, ductility is not as important as it is with rigid frames. The slope of the deformed shape, in other words, the inter-storey drift between adjacent floors, is higher in the upper storeys, and is greatest at the top. The disadvantages of the frame compared with the shear truss or wall, and of the shear truss or wall compared with the frame, are compensated by one another in a system where they are used together, in which the frame contributes to the shear truss or wall in the upper storeys, while the shear truss or wall contributes to the frame in the lower storeys.

In this way, a reinforced concrete rigid frame is forced into ductile behaviour. In the case of tall buildings, when designed for strength considerations only, the biggest disadvantage in rigid frame systems is the magnitude of lateral drift, which causes discomfort to occupants and damage to non-structural elements. 4a). 4b) (Schueller, 1977). Rigid frame systems efficiently and economically provide sufficient stiffness to resist wind and earthquake induced lateral loads in buildings of up to about 25 storeys.

Mega column systems efficiently and economically provide sufficient stiffness to resist wind and earthquake induced lateral loads in buildings of more than 40 storeys. 50 m on their two longest sides. Considering the function and appearance, the structural system of the Bank of China Tower is categorized as space truss system by Ali and Armstrong (1995) and Ali and Moon (2007). 24 s r~ The structural systems of tall buildings 41 Mega columns can also be used solely to provide large spaces at the building entrance, as an aid to the main structural system for the levels above the entrance, without running continuously throughout the height of the building.

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