A building of unlimited height
Paper in proceeding, 2019

We consider the overall buckling under own weight of a thin-walled column of circular cross-section and a radius that is a hyperbolic sine function of distance from the top of the column. The maximum stress is limited to a given value, but there is no limit to the height of the column. The wall thickness is determined by consideration of local buckling. It can be made to represent a building by adjusting the own weight of the column to include the weight of the floors, finishes, cladding and imposed load.

Tallest building

optimization

buckling under own weight

Author

Mats Ander

Chalmers, Industrial and Materials Science, Material and Computational Mechanics

Other publications Research

Jens Olsson

Chalmers, Architecture and Civil Engineering, Architectural theory and methods

Other publications Research

Paul Shepherd

University of Bath

Robert Stuart-Smith

University of Pennsylvania

University College London (UCL)

Christopher John Kenneth Williams

Chalmers, Architecture and Civil Engineering, Architectural theory and methods

Other publications Research

IASS Symposium 2019 - 60th Anniversary Symposium of the International Association for Shell and Spatial Structures; Structural Membranes 2019 - 9th International Conference on Textile Composites and Inflatable Structures, FORM and FORCE

1465-1472
9788412110104 (ISBN)

60th Anniversary Symposium of the International-Association-for-Shell-and-Spatial-Structures (IASS SYMPOSIUM) / 9th International Conference on Textile Composites and Inflatable Structures (STRUCTURAL MEMBRANES)
Barcelona, Spain,

Subject Categories

Applied Mechanics

Geotechnical Engineering

Building Technologies

ISBN

9788412110104

More information

Latest update

4/21/2023

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