A Taipei 101 case study for students: the eight-floor modules, the floor plan, super columns and outrigger trusses, the piles, and how the 660-tonne tuned mass damper calms the sway.
Taipei 101 is a 101-storey tower in Taipei by C.Y. Lee & Partners, completed in 2004 and the world's tallest building until 2010. For architecture students it shows how a tall building is held up against typhoons and earthquakes: eight super columns, outrigger trusses on the mechanical floors, piles driven into rock, and a 660-tonne steel ball near the top that calms the sway. Below: brief, site, concept, plan, structure, damper, construction, services, reception and lessons for India.
Taipei 101 at a glance
Where sources disagree, we give both. The diagrams are MOA's own schematics, not copies of the architects' or engineers' drawings.
The Taipei Financial Center Corporation built the tower as offices, a financial address and a landmark. Its corporate page sets Taipei 101 beside the Empire State Building and the Eiffel Tower and says Taipei needed "a wider stage". It credits construction management to Moh and Associates with Turner International, and construction to the KTRT group (Kumagai Gumi, Taiwan Kumagai, RSEA Engineering and Ta-Yo-Wei Construction); the CTBUH Skyscraper Center also lists Samsung C&T.
A Bloomberg report in the Taipei Times (July 2003) records that in 1999 the project was cancelled when aviation authorities ordered the height cut to 60 storeys, and resumed after flight paths were changed. It gives the cost as NT$58 billion (US$1.7 billion), a figure published before completion; we found no final audited cost and have not converted it to rupees.
The tower stands in Xinyi, Taipei's planned business district, on difficult ground. Building Design + Construction (BD+C), in an account written during construction, says the piles pass through about 160 ft (49 m) of soft soil to reach rock. A STRUCTURE magazine review (January 2026) adds a high water table and an active fault nearby, and gives a design wind speed of 156 km/h for a 100-year return period. BD+C says the tower was designed for a 950-year earthquake and a 100-year windstorm.
Wind calls for a stiff building; earthquakes punish one that cannot bend without breaking. The structure below answers both. To set out a site study like this, see our field checklist for documenting a building.
The form is a stack. Above a base section that tapers inward, eight modules of eight floors sit one on another, each flaring outward as it rises. The owner's design concept page (in Chinese) explains that eight sounds like the word for prosperity, so the designers took eight floors as one structural unit and stacked the units. It compares the shape to bamboo rising joint by joint and to a flower opening, and says the stepped form, with planting between, helps break up the wind that tall buildings send down to the street.
The Skyscraper Museum adds that coin shapes are fixed to the outside at the 26th floor (the round medallions in the photo) and that a feng shui master was consulted. Those are symbols; the eight-floor module also does structural work, as the next sections show.
A shopping mall fills the base, which the owner lists from B1 to the 6th floor. Offices fill the tower, and the observatory occupies levels 89, 91 and 101. CTBUH counts five basement levels.
A typical office floor is a square plate around a central core of lifts, stairs and services. Each corner steps in twice, a "double notch" that STRUCTURE gives as 2.5 m deep. Two super columns stand on each face, about 74 ft (22.5 m) apart according to BD+C. Because the faces slope, the plate changes size through each module. The architects' plans are not published online in full, so the diagram is our schematic of the published descriptions.
The structure is composite, steel filled with concrete, in four parts:
Below about level 26, BD+C describes extra concrete-filled columns on each face to resist uplift. The eight-floor module is where all this meets: every eighth floor is a mechanical floor, a truss floor and, the owner's building systems page adds, a floor with refuge rooms.
Sharp corners shed wind in alternating swirls that rock a tower across the wind. RWDI tested corner shapes in its wind tunnel; the Science Museum Group in London holds four model corners from those tests. STRUCTURE reports that the double notches cut crosswind response by as much as 40% compared with sharp corners. We did not find RWDI's own report, so treat that as the article's figure.
The owner says 380 piles, each 1.5 m across, were driven about 80 m into the ground, the deepest 30 m into bedrock. BD+C, during construction, gives 550 piles about 260 ft (79 m) long, 80 ft (24 m) into rock, each load-tested. We could not reconcile the counts from published sources.
A tall building can be safe and still sway enough to make people feel unwell. BD+C reports that early wind tests showed vibrations 30 to 40% above recommended levels, and the damper was added for comfort. The owner's damper page says its "main purpose is to reduce swaying by strong winds". The figures, from the owner and the designer, Motioneering (winter 2024 newsletter):
How it works: the ball is a pendulum tuned to the tower's own sway. When wind pushes the top one way, the ball lags, swings out of step and works against the movement, and the hydraulic dampers turn that motion into heat, so the sway dies down sooner. In an earthquake, STRUCTURE notes, the dampers and bumpers also stop the ball swinging too far.
Taiwan News (August 2019), citing Taipei 101, gives the largest movement as about 100 cm during Typhoon Soudelor on 8 August 2015, and the largest earthquake movements as 20 cm and 15 cm, both in 2019; Guinness also gives 1 m for Soudelor. The claim that the damper cuts sway by up to 40% is the owner's figure; we found no published measurement behind it. C.P. Wang of C.Y. Lee & Partners called the damper "the heart of the building" (BD+C).
The skin is a glass curtain wall. Permasteelisa says it built more than 125,000 m² of pressure-equalised, unitised facade designed for seismic and typhoon loads, in aluminium, glass, stainless steel and stone; the Taipei Times (2009) calls the glass double-pane low-emissivity.
On 31 March 2002 a magnitude 6.8 earthquake shook two tower cranes loose from the 56th floor, and the Taipei Times reported five workers killed. BD+C says work resumed on 28 June 2002 with strengthened cranes, and records a roof fire in January 2003. The last steel beam went up on 1 July 2003 and the 400-ton pinnacle was jacked into place that October. C.Y. Lee, quoted by BD+C from a PBS documentary, said: "We had so many problems, I think it's a miracle that we can get it done in this time and in this place."
The owner describes an ice-storage system that makes ice at night on off-peak power to cool the building by day, eight diesel generators able to run for 46 hours, and outdoor refuge platforms on the mechanical floors above the 34th. The observatory lifts climb at up to 1,010 m a minute, 37 seconds from the 5th to the 89th floor. After a NT$60 million retrofit announced in 2009, forecast to save about NT$20 million a year (Taipei Times), the owner reports LEED certification in 2011, 2016 and 2021, including LEED v4 Platinum in July 2016.
Taipei 101 was the world's tallest from 2004 to 2010 (Thornton Tomasetti). When CTBUH named it tallest in October 2004, its chairman Ron Klemencic said it surpassed the Petronas Towers by 56 m (Taipei Times). CTBUH now ranks it 11th in the world.
In 2005 Lin Cheng-horng, a geologist at National Taiwan Normal University, argued in Geophysical Research Letters that the tower's weight may have reopened an old fault after two felt earthquakes occurred beneath it. The Taipei Times carried the doubts too: John Vidale of UCLA said a building's stress "probably won't reach down" to where the quakes occurred, and Zygmunt Lubkowski of Arup said it was hard to tell whether the extra quakes were "just noise in the signal". Treat it as a disputed hypothesis.
The damper itself became an attraction. Motioneering notes that it inspired a mascot, Damper Baby, and the owner shows it to observatory visitors.
This is our reading, not a claim from the sources.
For a tall-building thesis, our B.Arch thesis topics by typology lists commercial and mixed-use briefs. Our 30 St Mary Axe case study, another tower whose structure shapes its form, is in the same series.
The mall and observatory are open to the public; the offices are not. The official site lists observatory hours of 10:00 to 21:00 daily, with the ticket counter on the 1st floor of the office tower, and says visitors to the observation deck can see the damper. Check the site for tickets and closures before you go.
Looking for an architect who thinks about structure and form together? Find an architect on MOA.
Ground was broken in January 1998 by the Skyscraper Museum's account (CTBUH gives a 1999 start). The last steel beam went up on 1 July 2003, the pinnacle in October 2003, and the tower was completed on 31 December 2004.
C.Y. Lee & Partners, the Taipei practice of architect C.Y. Lee, designed it. The structural engineers were Evergreen Consulting Engineering and Thornton Tomasetti, and Motioneering designed the damper.
It is 508 m to the architectural top (CTBUH), given as 1,667 ft or 1,671 ft depending on the source. It has 101 floors above ground and 5 below; the highest occupied floor is at 438 m.
660 metric tonnes, about 5.5 m across, made of 41 steel plates. American sources often say 730 tons, which is the same weight in US short tons.
No building is earthquake proof. Taipei 101 was designed for strong earthquakes and typhoons with super columns, outrigger trusses, ductile moment frames and deep piles; BD+C says the design earthquake has a 950-year return period. The damper mainly improves comfort in wind.