Architectural height
The height measured from the lowest, most prominent open-air pedestrian entrance to the architectural top of the building. Permanent spires are included; antennas, flagpoles and other functional equipment are not. This is the measure used for the main ranking on this site.
Height to tip
The height to the very highest point of the structure, including functional equipment such as antennas. It is always equal to or greater than architectural height. A building can lead one measure and not the other.
Highest occupied floor
The height of the topmost floor that is regularly occupied. It is usually lower than the architectural top because crown, plant and observation levels sit above.
Observation deck height
The height of a public or semi-public observation level, where one exists. Not every tall building includes one, and it is often far below the roof.
Vanity height
An informal term for the share of a tower’s height that is unoccupied, such as a spire or crown. It helps explain why two buildings with similar roofs can rank differently.
CTBUH
The Council on Tall Buildings and Urban Habitat. Its height criteria and Skyscraper Center database are the reference used for many rankings, including the category rules followed here.
Skyscraper
The CTBUH defines a skyscraper as a building generally over 150 metres tall. The cut-off focuses on buildings whose design, structure and economics are shaped by their height.
Supertall
A skyscraper at least 300 metres tall. The CTBUH reserves "supertall" for buildings of 300 metres or more, a threshold first genuinely passed in the 1930s.
Megatall
A skyscraper at least 600 metres tall, the CTBUH’s term for the current frontier. Only Burj Khalifa and Merdeka 118 are completed megatalls today.
Outrigger
A horizontal structural system, often one or more storeys deep, that connects the central core to perimeter columns or mega-columns. Outriggers greatly increase stiffness against wind and earthquake loads.
Belt truss
A horizontal truss around the perimeter of a building that ties columns together. Belt trusses are often paired with outriggers to distribute forces around the whole floor plate.
Mega-column
A very large perimeter column, often concrete-filled steel or heavily reinforced concrete, that carries very high axial loads and works with outriggers to resist overturning.
Super-column
A large perimeter column used in a core-and-outrigger or braced-frame scheme. Super-columns and mega-columns describe similar ideas at slightly different scales.
Shear core
The central vertical element, usually of reinforced concrete, that carries gravity loads and provides much of the building’s resistance to horizontal forces.
Core-and-outrigger
A structural system combining a stiff concrete core with outriggers and perimeter columns. It is one of the most common systems in supertall buildings.
Buttressed core
A core shaped so that wings or lobes brace one another, providing torsional stiffness. Burj Khalifa uses this arrangement.
Braced frame
A steel frame in which diagonal members carry horizontal forces. Bracing can be concealed within a core or expressed on the exterior.
Moment frame
A steel frame in which rigid beam-to-column connections resist horizontal forces through bending. It is ductile but usually more flexible than a braced or core system.
Mega-frame
A large-scale perimeter frame of mega-columns and diagonal or belt members that carries both gravity and lateral loads, often working with an internal core.
Tube-in-tube
A system with an exterior framed tube and an interior core tube acting together. The exterior tube resists lateral loads much like a hollow cylinder.
Composite construction
Construction that combines steel and concrete so they act together, such as concrete-filled steel tubes or steel beams connected to a concrete slab.
Post-tensioning
A method that places concrete under compression using tensioned steel tendons after casting. It reduces deflection and allows longer or thinner spans.
Slipform
A continuously moving formwork system used to cast vertical concrete elements such as cores. Concrete is placed in cycles as the form rises.
Climbing formwork
A self-raising formwork system that moves up with the building, often carrying working platforms, and is central to core construction in supertall towers.
Bored pile
A deep foundation element formed by drilling a hole and filling it with reinforced concrete. Piles transfer building loads to stronger ground or rock.
Mat foundation
A thick reinforced-concrete slab that spreads building loads over a wide area, often transferring them to piles below.
Curtain wall
The non-structural outer envelope of a building, usually glass and metal, that keeps out weather while carrying only its own weight and wind loads.
Double-skin facade
Two layers of envelope separated by a cavity, used for insulation, ventilation and solar control. Shanghai Tower uses this arrangement.
Tuned mass damper
A large mass, often near the top of a tower, that moves to counteract wind-induced sway. It controls motion for occupant comfort rather than adding strength.
Aeroelastic testing
Wind-tunnel testing using a flexible model that can move, used to study how a specific tower shape responds to wind, including vortex shedding.
Setback
A step in the profile of a building where the floor plate reduces with height. Setbacks can change wind behaviour and align structural members.
Taper
A gradual reduction in the width of a tower with height. Tapering improves aerodynamic performance but changes floor spans and column positions.
Spire
A tapering vertical element that is part of the architecture. A permanent spire counts toward architectural height, unlike a functional antenna.