• Taipei 101 features a 508-meter, 
• 101-story tower 
• a five-story deep basement 
• 61 elevators 
• most floor plan areas vary between 2000 and 2500 
square meters (21,500 to 27,000 square feet), 
• Building aspect ratio (height/width) to the main 
roof is about 9 based on its ‘waist’ (and 6.8 
counting the wider base). 
• Construction began in 1999 and ended this year 
2004.
The challenges to design and build a 
super-tall building in Taipei: 
• Height 
• Typhoon 
• Winds 
• Frequent strong Earthquakes 
• Weak clayey soils
FACTORS THAT MAKE CONSTRUCTION 
DIFFICULT 
• AS THE EARTH BENEATH TAIPAE IS SOFT CLAY 
IT DEMANDS UNQUELY DESIGNED 
FOUNDATION 
• ABOVE THE GROUND EARTHQUAKE AND 
TYPHOON INDUCES HORIZONTAL FORCES
DESIGN CRITERA 
• FOR ERATHQAUKE RESISTING :- FLEXIBLE 
• FOR TYPHOON RESISTING :- STIFFNESS
101’s Strengths 
• Designed to withstand typhoons and 
earthquakes. 
• Withstand 134 mph winds 
• Withstand a 7.0 Richter scale earthquake, only 
happens in a 2,500 year cycle. 
• Withstood a 6.8 earthquake during 
construction in which a crane fell off of the 
tower and killed 5 people.
The structure is reinforced by a 
Moment Frame System linking the 
columns on all floors 
36 columns provide vertical support, 
including eight mega columns around 
the perimeter. 
The world’s largest passive tuned 
mass wind damper, suspended 
from level 92 down to level 88 
The Tower is built on 380 concrete piles, 
sunk 80 meters into the ground
GENERAL LAYOUT OF THE 
BUILDING SHOWING VARIOUS 
ELEMENTS 
SUPER CLOUMNS 
OUTRIGGER TRUSS 
MEGAFRAME 
PILINGS
Outrigger columns are visible below 
the tower ’waist’ and perimeter 
moment frame columns are visible 
above. 
Note a setback above each 8-story 
module, the tower ’waist’ and double-notched 
corners for wind load reduction.
FOUNDATION CONSTRUCTION 
STEEL PILES, REBAR, & CONCRETE
FOUNDATION DETAILS 
• One of the most stable 
buildings ever constructed 
• Reinforced by 380 piles 
driven 262 feet into the 
ground 
• Each pile is 5 feet in 
diameter and can withstand 
a load of 1100-1450 tons, 
that is 2,900,000 pounds 
each.
FOUNDATION DEPTH 80 METERS 
Tower Podium 
Clay 
Colluvium 1 
Colluvium 2 
Sandstone
REVERSE CIRCULATION PILE
SUPER STRUCTURE CONSURCTION
STEEL SUPER COLUMNS
SUPER-COLUMN FABRICATION
WELDING OF SUPER-COLUMN 
Electric Pads
CROSS-SECTION OF SUPER-COLUMN 
& REINFORCEMENT 
FILLED WTIH HIGH STRENGTH CONCRETE UPTO LEVEL 62
TUNED MASS DAMPER
• A TUNED MASS DAMPER 
OCCUPIES LEVEL 87 TO 
91 
• 736 TON SPHERE OF 
STACKED STEEL PLATES 
• SUSPENDED FROM 4 
STEEL CABLES 
• IT’S A PENDULUM 0.26 
OF BUILDINGS TOTAL 
WEIGHT
PRINCIPLE BEHIND TUNED MASS DAMPER 
As LATERAL FORCE 
pass up through the 
structure, the ball 
remains all but 
stationary; its inertia 
helps to counteract 
the movements of the 
building around it, 
thus “dampening” the 
LATERAL FORCE.
TMD CONSTRUCTION 
• Tuned mass damper of stacked field-welded 
steel plates will swing as a pendulum on steel 
cables.
Assembly of the Tuned 
Mass Damper 
Completed Assembly of the 
Tuned Mass Damper
OTHER APPLICATION OF TUNED MASS 
DUMPER 
tall and slender free-standing structures (bridges, pylons of 
bridges,chimneys, TV towers) which tend to be excited 
dangerously in one of their mode shapes by wind 
400 kg - 14 Hz
Millennium Bridge 
Dampers on the Millennium 
Bridge in London , England.
Akashi-Kaikyō Bridge, 
between Honshu and Shikoku in Japan, currently 
the world's longest suspension bridge, uses 
pendulums within its suspension towers as tuned 
mass dampers.
CONSTRUCTION PROGRESS 
2002 
ON 31 March 2002 Partially constructed 
building survives 6.8 magnitude earthquake 
undamaged.
THE PROJECT SURVIVES EARTHQUAKE 
IN IT’S MOST VULNERABLE STATE 
• ONLY THE CRANE HAD COLAPSED 
• NO STRUCTURAL DAMAGE TOOK PLACE
2004 CONSTRUCTION COMPLETED
REF:- 
• INTERNET 
• VIDEO COURTESY 1) DISCOVERY CHANNEL 
2) YOUTUBE

Project Taipei 101

  • 2.
    • Taipei 101features a 508-meter, • 101-story tower • a five-story deep basement • 61 elevators • most floor plan areas vary between 2000 and 2500 square meters (21,500 to 27,000 square feet), • Building aspect ratio (height/width) to the main roof is about 9 based on its ‘waist’ (and 6.8 counting the wider base). • Construction began in 1999 and ended this year 2004.
  • 3.
    The challenges todesign and build a super-tall building in Taipei: • Height • Typhoon • Winds • Frequent strong Earthquakes • Weak clayey soils
  • 4.
    FACTORS THAT MAKECONSTRUCTION DIFFICULT • AS THE EARTH BENEATH TAIPAE IS SOFT CLAY IT DEMANDS UNQUELY DESIGNED FOUNDATION • ABOVE THE GROUND EARTHQUAKE AND TYPHOON INDUCES HORIZONTAL FORCES
  • 5.
    DESIGN CRITERA •FOR ERATHQAUKE RESISTING :- FLEXIBLE • FOR TYPHOON RESISTING :- STIFFNESS
  • 6.
    101’s Strengths •Designed to withstand typhoons and earthquakes. • Withstand 134 mph winds • Withstand a 7.0 Richter scale earthquake, only happens in a 2,500 year cycle. • Withstood a 6.8 earthquake during construction in which a crane fell off of the tower and killed 5 people.
  • 7.
    The structure isreinforced by a Moment Frame System linking the columns on all floors 36 columns provide vertical support, including eight mega columns around the perimeter. The world’s largest passive tuned mass wind damper, suspended from level 92 down to level 88 The Tower is built on 380 concrete piles, sunk 80 meters into the ground
  • 8.
    GENERAL LAYOUT OFTHE BUILDING SHOWING VARIOUS ELEMENTS SUPER CLOUMNS OUTRIGGER TRUSS MEGAFRAME PILINGS
  • 9.
    Outrigger columns arevisible below the tower ’waist’ and perimeter moment frame columns are visible above. Note a setback above each 8-story module, the tower ’waist’ and double-notched corners for wind load reduction.
  • 10.
    FOUNDATION CONSTRUCTION STEELPILES, REBAR, & CONCRETE
  • 11.
    FOUNDATION DETAILS •One of the most stable buildings ever constructed • Reinforced by 380 piles driven 262 feet into the ground • Each pile is 5 feet in diameter and can withstand a load of 1100-1450 tons, that is 2,900,000 pounds each.
  • 12.
    FOUNDATION DEPTH 80METERS Tower Podium Clay Colluvium 1 Colluvium 2 Sandstone
  • 13.
  • 14.
  • 15.
  • 16.
  • 17.
  • 18.
    CROSS-SECTION OF SUPER-COLUMN & REINFORCEMENT FILLED WTIH HIGH STRENGTH CONCRETE UPTO LEVEL 62
  • 19.
  • 20.
    • A TUNEDMASS DAMPER OCCUPIES LEVEL 87 TO 91 • 736 TON SPHERE OF STACKED STEEL PLATES • SUSPENDED FROM 4 STEEL CABLES • IT’S A PENDULUM 0.26 OF BUILDINGS TOTAL WEIGHT
  • 21.
    PRINCIPLE BEHIND TUNEDMASS DAMPER As LATERAL FORCE pass up through the structure, the ball remains all but stationary; its inertia helps to counteract the movements of the building around it, thus “dampening” the LATERAL FORCE.
  • 23.
    TMD CONSTRUCTION •Tuned mass damper of stacked field-welded steel plates will swing as a pendulum on steel cables.
  • 24.
    Assembly of theTuned Mass Damper Completed Assembly of the Tuned Mass Damper
  • 26.
    OTHER APPLICATION OFTUNED MASS DUMPER tall and slender free-standing structures (bridges, pylons of bridges,chimneys, TV towers) which tend to be excited dangerously in one of their mode shapes by wind 400 kg - 14 Hz
  • 27.
    Millennium Bridge Damperson the Millennium Bridge in London , England.
  • 28.
    Akashi-Kaikyō Bridge, betweenHonshu and Shikoku in Japan, currently the world's longest suspension bridge, uses pendulums within its suspension towers as tuned mass dampers.
  • 29.
    CONSTRUCTION PROGRESS 2002 ON 31 March 2002 Partially constructed building survives 6.8 magnitude earthquake undamaged.
  • 31.
    THE PROJECT SURVIVESEARTHQUAKE IN IT’S MOST VULNERABLE STATE • ONLY THE CRANE HAD COLAPSED • NO STRUCTURAL DAMAGE TOOK PLACE
  • 32.
  • 33.
    REF:- • INTERNET • VIDEO COURTESY 1) DISCOVERY CHANNEL 2) YOUTUBE