Welcome to the Personal Homepage of Xiaonian Duan

2010

重庆天地国际经贸中心超高层 Chongqing Tiandi International Commerce Centre Super Hight-Rise

建设中 Under construction


项目地理位置 Geographical Location:

重庆市渝中区化龙桥片区B11-1/02地块超高层项目(二期)

Plot B11-1/02 Super-Highrise (Phase 2), Hua Long Qiao, Yuzhong District, Chongqing Municipality, China

开发商 Developer: 重庆瑞安天地房地产发展有限公司 Shui On Land

本项目破土动工新闻稿: http://www.shuion.com/chs/group/MediaRoom/2008/news200810b.pdf

News bulletin on the ground-breaking ceremony of this project:

http://www.shuion.com/eng/Group/MediaRoom/2008/news200810b.pdf

建筑师 Architects: Kohn Pedersen Fox Associates (KPF), Palmer & Turner (P&T Group)

结构工程师 Structural Engineer: 奥雅纳工程咨询(上海)有限公司 Ove Arup & Partners Shanghai Office

超高层塔楼高度Height of the super high-rise tower:440m

总楼层数 Total number of storeys:99

底部平面尺寸 Footprint plan dimensions:77.2mx51.4m

超限项目Items exceeding the limits in Chinese design codes:

(1) 总高度440m 大大超过高度限制220m The height of 440m greatly exceeds the height limit of 220m

(2) 高宽比8.6超出规范限值7The height-to-footprint width ratio of 8.6 exceeds the limit of 7

(3) 扭转不规则 Torsional irregularity

(4) 楼板不连续不规则 Floor diaphragm discontinuity irregularity

(5) 楼层侧向刚度不规则 Stiffness-soft storey irregularity

(6) 竖向抗侧力构件不连续不规则 In-plane discontinuity in vertical lateral force-resisting element
irregularity

复杂性 Complexities:

(1) 加强层 Storeys with belt trusses and outriggers

(2) 转换层 Transfer storeys

通过全国超限高层建筑抗震设防专项审查日期:2010年7月

Date passing the China National Expert Panel Reivew of Seismic Design of Tall Buidings beyond the Scope of Design Codes: July 2007

本项目超限高层建筑抗震设计可行性论证报告作者:朱立刚,段小廿

Authors of the seismic design feasiblity study report of this super high-rise building beyond the scope of design codes: Li-Gang Zhu, Xiaonian Duan

2007

深圳证券交易所新总部大楼 Shenzhen Stock Exchange New Headquarters Building

已建成 Completed


建筑师 Architect: 雷姆 库尔哈斯 Rem Koolhaas, Office for Metropolitan Architecture (OMA)

Arup结构工程师 Structural Engineers:
Chas Pope, Goman Ho (何伟明), Xiaonian Duan, Chris Carroll, Robin Ching, Guo-Yi Cui, Andrew Grant, Yue Hao, Jonathan Kerry, Di Liu, Peng Liu(刘鹏), Hui-yuan Long, Alex To, Fei Tong(童霏), Matthew Tsang, Yu-Bai Zhong, FX Xie, Liang Xu, Ling Zhou

OMA项目网页OMA Project webpage:http://www.oma.eu/projects/2006/shenzhen-stock-exchange

总建筑面积 Total GFA: 200,000m2

塔楼高度 Tower height: 256m

塔楼平面尺寸 Square tower: 54m x 54m

抬升裙楼高出地面高度 Height of the elevated podium above the ground level: 36m

抬升裙楼结构高度 Height of the elevated podium structure: 28m

抬升裙楼平面尺寸 Plan dimensions of the elevated podium: 160m x 100m

超限与不规则性项目 Irregularities and aspects beyond the scope of design codes:

  • 高度超限 Tower height exceeds the height limit prescribed in Chinese design codes
  • 楼板局部不连续不规则性Floor diaphragm discontinuity irregularity
  • 侧向刚度突变(软弱层)不规则性 Stiffness soft storey irregularity
  • 尺寸突变不规则性Vertical geometry irregularity
  • 竖向抗侧力构件不连续不规则性 In-plane discontinuity in vertical lateral force-resisting element irregularity

通过深圳市超限高层建筑抗震设防专项审查日期:2007年10月

Date of passing the Chinese structural expert panel review: October 2007

本项目超限高层建筑抗震设计可行性论证报告作者:Chas Pope,段小廿)

Authors of the structural expert panel review report : Chas Pope, Xiaonian Duan

与本项目有关的论文著作 Related publication:

刘畅,段小廿,魏琏,王森,王志远,某超限高层结构的多程序弹塑性时程分析对比,深圳土木与建筑,第4卷第4期,2007年12月. (下载论文 Download PDF of the paperpdficon_small.png).

2004

中国国家体育场(鸟巢) Beijing National Stadium (Bird's Nest)

运营中 Operational


设计联合体 Design Consortium:

建筑师 Architects:

赫佐格和德默隆Herzog & De Meuron, 奥雅纳体育部 Arup Sports, 中国建筑设计研究院 China Architecture Design & Research Group

结构工程师 Structural Engineers:

奥雅纳 Arup (从赢得方案竞赛到概念设计、方案设计直到初步设计结束 from winning the completition to the concept design, through the schematic design, to the end of the preliminary design)

中国建筑设计研究院 China Architecture Design & Research Group (修改初步设计-去掉奥雅纳完成的初步设计中的开合屋盖,施工图设计Revision of the preliminary design completed by Arup - deleting the retractable roof, construction drawing design)

奥雅纳体育部主要建筑师 Arup Sports leading architects: J Parrish, Felicity Parsons

奥雅纳主要结构工程师 Arup leading structural engineers: Tony Choi, Xiaonian Duan (段小廿), Goman Ho (何伟明), Michael Kwok (郭家耀), Kylie Lam, Thomas Lam, Martin Simpson

奥雅纳移动屋盖专家 Arup retractable roof specialist: John Lyle

中国建筑设计研究院负责结构工程师 Structural engineer in charge of China Architecture Design & Research Group: 范重

赫佐格和德默隆项目网页Herzog & De Meuron project webpage:

http://www.herzogdemeuron.com/index/projects/completed-works/226-250/226-national-stadium.html

通过北京市规划委员会和奥组委初步设计审查日期 Date passing the Preliminary Design Review and Approval by the Beijing Municipality Planning Commission and the Beijing Organising Committee for the 2008 Olympic Games (BOCOG):

2004年5月 May 2004

通过建设部奥运会场馆项目地震安全性审查日期 Date passing the Chinese Ministry of Construction seismic safety review and approval of Beijing Olympic Projects:

2004年7月 July 2004

与本项目有关的著作 Related publication:

Xiaonian Duan, Goman Ho (何伟明), Seismic Design of the Roof (国家体育场屋盖结构的抗震设计), Seismic Design of the Bowl (国家体育场看台结构的抗震设计), The Arup Journal (奥雅纳期刊), The Beijing National Stadium Special Issue (北京国家体育场特辑), Ove Arup & Partners, January 2009.

下载 Download PDF of The Beijing National Stadium Special Issue of the Arup Journal:

http://publications.arup.com/Publications/T/The_Arup_Journal/2009/The_Arup_Journal_2009_Issue_1.aspx

范重,国家体育场大跨度钢结构修改初步设计Revised preliminary design of steel structure of National Stadium Beij ing (下载 Download PDFpdficon_small.png

2003 - 2006

中央电视台新总部大楼 China Central Television New Headquarters Building

2012年建成 Completion: 2012


业主 Client: 中国中央电视台 China Central Television

建筑师 Architect: 雷姆 库尔哈斯 Rem Koolhaas, Office for Metropolitan Architecture (OMA)

OMA项目网页OMA Project webpage: http://www.oma.eu/projects/2002/cctv-%E2%80%93-headquarters

结构工程师 Structural Engineer:

奥雅纳,从赢得方案竞赛,概念设计,方案设计,直到扩大初步设计结束

Ove Arup & Partners, from winning the competition, Concept Design, throught Schematic Design, to the end of the Expanded Preliminary Design

华东建筑设计研究院 East China Architectural Design & Research Institute (ECADI),施工图设计 Construction Drawing Design

奥雅纳主要结构工程师 Arup leading structural egineers:
Chris Carroll, Paul Cross, Xiaonian Duan, Craig Gibbons, Goman Ho (何伟明), Michael Kwok (郭家耀), Ricard Lawson, Alexis Lee,Andrew Luong, Rory McGowan, Chas Pope

华东建筑设计研究院主要结构工程师ECADI leading structural engineers:

汪大绥 Wang Dasui,江文伟 Jiang Wenwei,包连进 Bao Lianjin

造价 Budget: 50亿人民币 5 billion RMB

塔1 Tower 1:高Height: 234m, 54 层floors. 平面尺寸与面积Footprint: 40mx60m, 2,400m2

塔2 Tower 2:高Height: 210m, 44 层floors. 平面尺寸与面积Footprint: 40mx52m, 2,000m2

悬挑高出地面 Overhang bottom:162m

悬挑区段高:14 层 floors,约approximate 55m

悬挑长度 Overhang cantilever:向西75m to the west, 向南67m to the south

裙楼高度 Base height:45m, 9层 floors,

裙楼平面尺寸 Podium footprint: 160x160m

地下室 Basement:高18m, 4层 floors

超限项目 Items exceeding the limits prescribed in Chinese design codes:

(1) 扭转不规则 Torsional irregularity

(2) 凹凸不规则 Reentrant corner irregularity

(3) 楼层侧向刚度不规则 Stiffness irregularity - soft storey

复杂性 Complexities:

(1) 多塔连体

(2) 大底盘多塔

(3) 转换层

通过中国全国超限高层建筑抗震设防专项审查日期:2004年1月

Date passing the China National Expert Panel Review of of Tall Buildings beyond the Scope of Design Codes: January 2004

本项目超限高层建筑抗震设计可行性论证报告作者:Chris Carroll, 段小廿

Authors of the feasibility study report of seismic structural design of the CCTV New Headquarters Building beyond the scope of design codes: Chris Carroll, Xiaonian Duan

与本项目有关的论文著作 Related publication:

Chris Carroll, Paul Cross, Xiaonian Duan, Craig Gibbons, Goman Ho (何伟明), Michael Kwok (郭家耀), Ricard Lawson, Alexis Lee, Ronald Li, Andrew Luong, Rory McGowan, Chas Pope, Case Study: CCTV Building - Headquarters & Cultural Centre, CTBUH Journal of Tall Buildings: Design, Construction and Operation, Issue III 2008, Council on Tall Buildings and Urban Habitat, 2008. (下载 Download PDF of this issuepdficon_small.png).

Chris Carroll, Xiaonian Duan, Craig Gibbons, Richard Lawson, Alexis Lee, Andrew Luong, Rory McGowan, Chas Pope, China Central Television Headquarters - Structural Design, Steel Structures, Vol. 6,Page 387-391, 2006. (下载 Download PDF of the paperpdficon_small.png).