Suzhou Zhongnan Center Download PDF


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Height: Occupied
592.8 m / 1,945 ft
 
Height: To Tip
729 m / 2,392 ft
Height: Architectural
729 m / 2,392 ft
 
Suzhou Zhongnan Center Outline
Height: Observatory
592.8 m / 1,945 ft
Floors Above Ground
137
Floors Below Ground
5
# of Elevators
93
Top Elevator Speed
18 m/s
Tower GFA
500,000 m² / 5,381,955 ft²
# of Apartments
706
# of Hotel Rooms
276
# of Parking Spaces
1,500

Facts

Official Name Suzhou Zhongnan Center
Name of Complex Century Plaza
Other Names Century Plaza South Tower, Jin Ji Tower
Structure Type Building
Status Under Construction
Country China
City Suzhou
Street Address & Map Suhui Road
Building Functions hotel / residential / SOHO / office
Structural Material composite
Proposed 2011
Construction Start 2014
Completion 2020

Companies Involved

Developer Zhongnan Group
Architect
Design Gensler
Architect of Record ECADI
Structural Engineer
Design Thornton Tomasetti
Engineer of Record ECADI
MEP Engineer Parsons Brinckerhoff Consultants Private Limited
Main Contractor China Construction Third Engineering Bureau Corp., Ltd.; Jiangsu Zhongnan Construction Group Co., Ltd.
Other Consultant
Façade ALT Limited
• Façade Maintenance Lerch Bates
• Fire Rolf Jensen & Associates
• Lighting Brandston Partnership, Inc.
• Sustainability Environmental Market Solutions, Inc.
Vertical Transportation Edgett Willams Consulting Group Inc.
• Wind RWDI

CTBUH Initiatives

Suzhou Regional Tour Report
19-20 Sep 2014 – Tour Report

Videos

Design Challenges of the 3 Tallest Buildings in North/ East/ South China
16 Sep 2014 – Kam Chuen (Vincent) Tse & Lung Wai (Herbert) Lam, Parsons Brinckerhoff

Research Papers

Analysis of Pile Foundations and Load Tests
15 Sep 2014 – Suzhou Zhongnan Center: In Detail

Belt Truss Stiffness Analysis and Optimization
15 Sep 2014 – Suzhou Zhongnan Center: In Detail

Comparative Study of Zhongnan Center Under Earthquake and Wind
15 Sep 2014 – Suzhou Zhongnan Center: In Detail

More Papers

Research Papers Related to Suzhou Zhongnan Center

Papers Related to Suzhou Zhongnan Center

Analysis of Pile Foundations and Load Tests
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Jiangbin Wu, Weidong Wang, Yuting Huang, Xiangjun Wang & Shubo Nie, East China Architectural Design & Research Institute Co., Ltd.
This chapter describes the pile design and the static loading tests of the megatall Suzhou Zhongnan Center tower and its deep basement. Large-diameter and super-long…
Belt Truss Stiffness Analysis and Optimization
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Li Cao & Guangjing Sha, Zhongnan Construction Group Co., Ltd.; Xin Zhao & Kun Ding, Tongji Architectural Design (Group) Co., Ltd.
Megastructures have come into widespread use in supertall buildings in recent decades, due to their high efficiency in satisfying diversified building performance…
Comparative Study of Zhongnan Center Under Earthquake and Wind
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Weiguo Chen & Guangjing Sha, Zhongnan Construction Group Co., Ltd.; Xin Zhao, Tongji Architectural Design (Group) Co., Ltd.
A comparative study of seismic action and wind loading was conducted for the structural design of the Suzhou Zhongnan Center. The analysis parameters, design methodology…
Core Structural Design and Optimization
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Guangjing Sha, Zhongnan Construction Group Co.; Xin Zhao & Fang Xu, Tongji Architectural Design (Group) Co., Ltd., Ltd.; Tao Shi, Department of Civil Engineering, Tongji University
Due to its excellent lateral stiffness and space flexibility, the megaframe-core wall structure is widely applied in supertall buildings. The efficiency of the central…
Design and Environmental Protection Measures During Excavation
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Qiping Weng, R.B. Liu, Weidong Wang & Z.H. Wu, East China Architectural Design & Research Institute Co., Ltd.
The total foundation pit area of the Suzhou Zhongnan Center is 26,260 square meters and is divided into two areas: one area consists of five underground floors and the…
Design Challenges of the 3 Tallest Buildings in North/ East/ South China
15 Sep 2014 – CTBUH 2014 Shanghai Conference Proceedings; Kam Chuen (Vincent) Tse, Lung Wai (Herbert) Lam, Sheung Lai (Eddie) Leung & Leung Wing (Daniel) Ho, Parsons Brinckerhoff
This paper describes the MEP and VTS design challenges of the tallest buildings in three major cities in China; namely, Beijing, Suzhou and Guangzhou. The 530m Guangzhou…
Design for Vertical Habitation
15 Sep 2014 – Suzhou Zhongnan Tower: In Detail; Jun Xia, Elizabeth Michalska, Wendy Wong & Raymon Chen, Gensler
This chapter describes the main principles behind the architectural design of the building. Its architectural expression and functional organization achieve not only…
Designing a Megatall for Lateral Stability and Settlement
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Dennis Poon, Yi Zhu, Paul Fu & Zhenggui Ma, Thornton Tomasetti
As a megatall building, Suzhou Zhongnan Center will need an efficient lateral system to withstand high wind and seismic loads. A unique “Core-Outrigger-Megaframe” lateral…
Elevator Systems and Elevator Evacuation Design
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Xiaomei Lee, Frederick Liu & Liming Zhou, Gensler; Steve Edgett, Edgett Williams Consulting Group, Inc.
Because supertall and megatall buildings are a very recent phenomenon, there are no specific building codes written for them. For any building over 50 stories, providing…
High-Performance Floor System Design
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Xin Zhao, Kun Ding, Fang Xu & Rong He, Tongji Architectural Design (Group) Co., Ltd.
The floor system is important part of a supertall building structure. It not only supports the vertical load, but also connects the lateral-load resisting system as a…
MEP Design Challenges
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Kam Chuen (Vincent) Tse, Lung Wai (Herbert) Lam, Ho-Yin (Vincent) Leung & Yong Mao, Parsons Brinckerhoff
The Suzhou Zhongnan Center is a megatall building of a mixed-used nature, including international Grade-A offices, a seven-star hotel, an observation deck, deluxe…
Multi-Constrained Outrigger Optimization
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Moukui Xu & Muyuan Yang, Zhongnan Construction Group Co., Ltd.; XinZhao, Tongji Architectural Design (Group) Co., Ltd.; Xiang Jiang, Department of Civil Engineering, Tongji University
The outrigger system has been widely employed as an innovative and efficient structural lateral-load resisting system in supertall buildings in recent decades. The…
Performance Based Design and Optimization
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Jiemin Ding, Xin Zhao, Kun Ding & Fang Xu, Tongji Architectural Design (Group) Co., Ltd.
Performance-based structural design often includes performance requirements for safety (structural safety, fire safety, earth quake resistance and so on), health,…
Structural Design Challenges
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Yi Zhu, Dennis Poon, Paul Fu & Zhenggui Ma, Thornton Tomasetti
Built on soft soils, Suzhou Zhongnan Center relies on concrete bored piles with post-grouting to support the massive tower. An efficient lateral system, namely the “Core-…
Sustainability Strategy
15 Sep 2014 – Suzhou Zhongnan Center: In Detail; Li Jun Cao, Environmental Market Solutions, Inc.; Hai Tao Li, Zhongnan Group
This chapter explores methodologies and approaches for achieving sustainable design for megatall buildings, through the review of various sustainable design elements that…
Suzhou Zhongnan Center: Rising Above Engineering Challenges
15 Sep 2014 – CTBUH 2014 Shanghai Conference Proceedings; Dong Shen, Zhongnan Group
Suzhou is only 30 minutes by train from Shanghai, but has a rich history and identity all its own, soon to be augmented by the Zhongnan Tower, a 700-meter structure that…

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