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Chengdu Greenland Tower
Chengdu
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Metrics
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Height
1
To Tip:
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to the highest point of the building, irrespective of material or function of the highest element (i.e., including antennae, flagpoles, signage and other functional-technical equipment).
468 m
/ 1,535 ft
2
Architectural:
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to the architectural top of the building, including spires, but not including antennae, signage, flag poles or other functional-technical equipment. This measurement is the most widely utilized and is employed to define the Council on Tall Buildings and Urban Habitat (CTBUH) rankings of the "World's Tallest Buildings."
468 m
/ 1,535 ft
3
Occupied:
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to the highest occupied floor within the building.
448.2 m
/ 1,470 ft
1
2
3
Floors
Above Ground
The number of floors above ground should include the ground floor level and be the number of main floors above ground, including any significant mezzanine floors and major mechanical plant floors. Mechanical mezzanines should not be included if they have a significantly smaller floor area than the major floors below. Similarly, mechanical penthouses or plant rooms protruding above the general roof area should not be counted. Note: CTBUH floor counts may differ from published accounts, as it is common in some regions of the world for certain floor levels not to be included (e.g., the level 4, 14, 24, etc. in Hong Kong).
101
Below Ground
The number of floors below ground should include all major floors located below the ground floor level.
4
Height
468 m
/ 1,535 ft
Floors
101
Official Name
The current legal building name.
Chengdu Greenland Tower
Other Names
Other names the building has commonly been known as, including former names, common informal names,
local names, etc.
Greenland Center
Name of Complex
A complex is a group of buildings which are designed and built as pieces of a greater development.
Type
CTBUH collects data on two major types of tall structures: 'Buildings' and 'Telecommunications /
Observation Towers.' A 'Building' is a structure where at least 50% of the height is occupied by usable
floor area. A 'Telecommunications / Observation Tower' is a structure where less than 50% of the
structure's height is occupied by usable floor area. Only 'Buildings' are eligible for the CTBUH
'Tallest Buildings' lists.
Building
Status
Completed
Architecturally Topped Out
Structurally Topped Out
Under Construction
Proposed
On Hold
Never Completed
Vision
Competition Entry
Canceled
Proposed Renovation
Under Renovation
Renovated
Under Demolition
Demolished
On Hold
Country
The CTBUH follows the United Nations's definition of Country, and thus
uses the lists and codes established by that organization.
City
The CTBUH follows the United Nations's definition of City, and thus uses the
lists and codes established by that organization.
Address
Function
A single-function tall building is defined as one where 85% or more of its usable floor area is
dedicated to a single usage. Thus a building with 90% office floor area would be said to be an
"office" building, irrespective of other minor functions it may also contain.
A mixed-use tall building contains two or more functions (or uses), where each of the functions occupy a significant proportion of the tower's total space. Support areas such as car parks and mechanical plant space do not constitute mixed-use functions. Functions are denoted on CTBUH "Tallest Building" lists in descending order, e.g., "hotel/office" indicates hotel function above office function.
A mixed-use tall building contains two or more functions (or uses), where each of the functions occupy a significant proportion of the tower's total space. Support areas such as car parks and mechanical plant space do not constitute mixed-use functions. Functions are denoted on CTBUH "Tallest Building" lists in descending order, e.g., "hotel/office" indicates hotel function above office function.
Hotel / Office
Structural Material
All-Steel
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from steel. Note that a building of steel construction with a floor system of concrete planks or concrete slab on top of steel beams is still considered an “all-steel” structure as the concrete elements are not acting as the primary structure.
All-Concrete
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from concrete which has been cast in place and utilizes steel reinforcement bars and/or steel reinforced concrete which has been precast as individual components and assembled together on-site.
All-Timber
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from timber. An all-timber structure may include the use of localized non-timber connections between timber elements. Note that a building of timber construction with a floor system of concrete planks or concrete slab on top of timber beams is still considered an “all-timber” structure as the concrete elements are not acting as the primary structure.
Mixed-Structure
Utilizes distinct systems (e.g. all-steel, all-concrete, all-timber), one on top of the other. For example, a Steel Over Concrete indicates an all-steel structural system located on top of an all-concrete structural system, with the opposite true of Concrete Over Steel.
Composite
A combination of materials (e.g. steel, concrete, timber) are used together in the main structural elements. Examples include buildings which utilize: steel columns with a floor system of reinforced concrete beams; a steel frame system with a concrete core; concrete-encased steel columns; concrete-filled steel tubes; etc. Where known, the CTBUH database breaks out the materials used within a composite building’s primary structural elements.
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from steel. Note that a building of steel construction with a floor system of concrete planks or concrete slab on top of steel beams is still considered an “all-steel” structure as the concrete elements are not acting as the primary structure.
All-Concrete
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from concrete which has been cast in place and utilizes steel reinforcement bars and/or steel reinforced concrete which has been precast as individual components and assembled together on-site.
All-Timber
Both the main vertical/lateral structural elements and the floor spanning systems are constructed from timber. An all-timber structure may include the use of localized non-timber connections between timber elements. Note that a building of timber construction with a floor system of concrete planks or concrete slab on top of timber beams is still considered an “all-timber” structure as the concrete elements are not acting as the primary structure.
Mixed-Structure
Utilizes distinct systems (e.g. all-steel, all-concrete, all-timber), one on top of the other. For example, a Steel Over Concrete indicates an all-steel structural system located on top of an all-concrete structural system, with the opposite true of Concrete Over Steel.
Composite
A combination of materials (e.g. steel, concrete, timber) are used together in the main structural elements. Examples include buildings which utilize: steel columns with a floor system of reinforced concrete beams; a steel frame system with a concrete core; concrete-encased steel columns; concrete-filled steel tubes; etc. Where known, the CTBUH database breaks out the materials used within a composite building’s primary structural elements.
Concrete-Steel Composite
Height
Architectural
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to
the architectural top of the building, including spires, but not including antennae, signage,
flag poles or other functional-technical equipment. This measurement is the most widely utilized
and is employed to define the Council on Tall Buildings and Urban Habitat (CTBUH) rankings of
the "World's Tallest Buildings."
468 m / 1,535 ft
To Tip
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to
the highest point of the building, irrespective of material or function of the highest element
(i.e., including antennae, flagpoles, signage and other functional-technical equipment).
468 m
/ 1,535 ft
Occupied
Height is measured from the level of the lowest, significant, open-air, pedestrian entrance to
the highest occupied floor within the building.
448.2 m
/ 1,470 ft
Floors Above Ground
The number of floors above ground should include the ground floor level and be the number of main
floors above ground, including any significant mezzanine floors and major mechanical plant floors.
Mechanical mezzanines should not be included if they have a significantly smaller floor area than
the major floors below. Similarly, mechanical penthouses or plant rooms protruding above the general
roof area should not be counted. Note: CTBUH floor counts may differ from published accounts, as it
is common in some regions of the world for certain floor levels not to be included (e.g., the level
4, 14, 24, etc. in Hong Kong).
101
Floors Below Ground
The number of floors below ground should include all major floors located below the ground floor
level.
4
# of Parking Spaces
Number of Parking Spaces refers to the total number of car parking spaces contained within a
particular building.
1651
Tower GFA
Tower GFA refers to the total gross floor area within the tower footprint, not including adjoining
podiums, connected buildings or other towers within the development.
220,534 m² / 2,373,808 ft²
Construction Schedule
2011
Proposed
2014
Construction Start
Developer
Architect
Design
Usually involved in the front end design, with a "typical" condition being that of a leadership role through either Schematic Design or Design Development, and then a monitoring role through the CD and CA phases.
Structural Engineer
Design
The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
MEP Engineer
Design
The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
Other Consultant
Other Consultant refers to other organizations which provided significant consultation services for a building project (e.g. wind consultants, environmental consultants, fire and life safety consultants, etc).
Other Consultant refers to other organizations which provided significant consultation services for a building project (e.g. wind consultants, environmental consultants, fire and life safety consultants, etc).
Façade Maintenance
Landscape
Life Safety
Lighting
Wind
Material Supplier
Material Supplier refers to organizations which supplied significant systems/materials for a building project (e.g. elevator suppliers, facade suppliers, etc).
Material Supplier refers to organizations which supplied significant systems/materials for a building project (e.g. elevator suppliers, facade suppliers, etc).
Elevator
Formwork
You must be a CTBUH Member to view this resource.
Developer
Architect
Design
Usually involved in the front end design, with a "typical" condition being that of a leadership role through either Schematic Design or Design Development, and then a monitoring role through the CD and CA phases.
Architect of Record
Usually takes on the balance of the architectural effort not executed by the "Design Architect," typically responsible for the construction documents, conforming to local codes, etc. May often be referred to as "Executive," "Associate," or "Local" Architect, however, for consistency CTBUH uses the term "Architect of Record" exclusively.
East China Architectural Design & Research Institute
Structural Engineer
Design
The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
MEP Engineer
Design
The Design Engineer is usually involved in the front end design, typically taking the leadership role in the Schematic Design and Design Development, and then a monitoring role through the CD and CA phases.
Other Consultant
Other Consultant refers to other organizations which provided significant consultation services for a building project (e.g. wind consultants, environmental consultants, fire and life safety consultants, etc).
Other Consultant refers to other organizations which provided significant consultation services for a building project (e.g. wind consultants, environmental consultants, fire and life safety consultants, etc).
Acoustics
Shen Milsom Wilke, Inc.
Civil
Prism Engineering, Inc.
Façade Maintenance
Landscape
Life Safety
Lighting
Vertical Transportation
Fortune Consultants, Ltd.
Wind
Material Supplier
Material Supplier refers to organizations which supplied significant systems/materials for a building project (e.g. elevator suppliers, facade suppliers, etc).
Material Supplier refers to organizations which supplied significant systems/materials for a building project (e.g. elevator suppliers, facade suppliers, etc).
Elevator
Formwork
Paint/Coating
Jotun
CTBUH Initiatives
Top Company Rankings: The World’s 100 Tallest Buildings
13 October 2016 - CTBUH Research
Videos
17 October 2016 | Chengdu
Mega Size Mixed-Use Projects: Redefining Vertical Urbanism
Monday October 17, 2016. Shenzhen, China. Dennis Poon of Thornton Tomasetti, presents at the 2016 China Conference Session 4c: Structural & Geotechnic Engineering. As the...
Research
01 December 2017
Designing High Performance MEP Systems for Supertall Buildings: A Review of Challenges and Opportunities
Craig Burton, Interface Engineering, Inc.
The design and construction of supertall buildings has grown dramatically in recent years. This area of practice has traditionally fallen within the purview of a...
About Chengdu Greenland Tower
Conforming with the cascade of skyscraper projects advancing in the city – particularly in the booming Dongcun district – [building] blends a keen sense of functionalism with a gutsy, emboldened design that is set to rise above the rest. The tower forms a central component of a larger complex, Chengdu Greenland Center, which will consist of: a retail podium, complete with conference center, a bridge connecting to the main tower, and an exhibition hall; two smaller apartment towers of 173 and 166 meters; and the main tower, containing an array of office accommodations and a luxury hotel. The overall design of the complex interprets and integrates Chengdu’s urban structure and local culture, representing the modern embodiment of Chinese traditional feng shui theory.
The form of the tower was inspired by the unique ice mountain topography around the city, with an angled, mountainous façade that emulates the cool bluish hue of the rocky formations in deep winter. Like the mountain ridges reflecting the light of the sky and the valleys reflecting light from the earth, the tower will perform as a light sculpture to diffuse light from 360 degrees, creating a connection between the ground plane and the sky. A series of inset LED lights along the exterior will enhance this effect at night, causing the tower itself to be an enduring visual centerpiece for the larger development.
Chengdu Greenland Tower’s architecture and structure are married perfectly. The design fully considers the structural requirements of a supertall building in a high seismic zone, using a geometrical plan, a tapered form, and a high-performance damper bracing system to ensure the structure’s stability and efficiency. The building also features an allotment of high-efficiency sustainability systems, including high-performance glass paneling on the exterior.
Videos
17 October 2016 | Chengdu
Mega Size Mixed-Use Projects: Redefining Vertical Urbanism
Monday October 17, 2016. Shenzhen, China. Dennis Poon of Thornton Tomasetti, presents at the 2016 China Conference Session 4c: Structural & Geotechnic Engineering. As the...
26 October 2015 | Chengdu
2015 New York Conference - Session 2a - Q&A
Jong-Ho Kim, Chang Minwoo Structural Consultants; William Howell, Turner International; and Dennis Poon, Thornton Tomasetti, answer questions at the end of 2015 New York Conference...
26 October 2015 | Chengdu
Designing a Non-coplanar Exoskeleton Supertall Tower that Transforms the Skyline of Chengdu
The city of Chengdu is quickly becoming the center for high-rise development in southwest China. The focal point of this new vertical landscape will be...
Research
01 December 2017
Designing High Performance MEP Systems for Supertall Buildings: A Review of Challenges and Opportunities
Craig Burton, Interface Engineering, Inc.
The design and construction of supertall buildings has grown dramatically in recent years. This area of practice has traditionally fallen within the purview of a...
26 October 2015
Designing a Non-coplanar Exoskeleton Supertall Tower that Transforms the Skyline of Chengdu
Dennis Poon, Yi Zhu, Paul Fu & Jianhai Liang, Thornton Tomasetti
The city of Chengdu is quickly becoming the center for high-rise development in southwest China. The focal point of this new vertical landscape will be...
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