1. Design Method and Calculations for Concrete Telescope Support(06-2011)
Dr. Wu Di , Ph.D.
Assistant Professor of Civil Engineering Guangzhou University

2. China

3. Tongji University
The history of Tongji University can be traced back to 1907 when Tongji German Medical School was founded by the German government together with the German physicians Erich Paulun, a German doctor in Shanghai. The name Tongji suggests cooperating by riding the same boat. The school was expanded to include engineering in its programs and got its new name as Tongji Medical and Engineering School in
70652 students

4. Tongji University in Shanghai

5. Guangzhou University
Professor Zhou Dean of our Center Academician of Chinese Academy of Engineering

6. 研究成果 ②高层高耸结构振动台试验 广州天河商旅 东莞黄河大厦 深圳国际市长大厦 广州信合大厦 佛山信息大厦 广州中房大厦 深圳福田商城
万国名人广场 6 6

7. Shaking Table Test of Canton Tower
Canton Tower 610m
Shaking Table Test of Canton Tower

8. 经济效益最大的隔震工程: 北京地铁地面枢纽平台上住宅楼隔震工程
教育部科技进步一等奖、省科技进步二等奖
经济效益最大的隔震工程: 北京地铁地面枢纽平台上住宅楼隔震工程
Platform（2000m1500m） 17 Buildings 9 floors
227,000 m^2
First Prize of Ministry of Education in China 8 8

9. 一、优势与建设情况 MTS Shaking table (4mx4m，25吨)
Compression-shear System (1500吨)
THE ELECTRO HYDRAULIC SERVO Actuator (350吨)
Ultrasonic tester

10. Concrete Telescope Support Bearing Capacity

11. Concrete Telescope Support Bearing Capacity
Foundation bearing capacity
Soil bearing capacity
The soil report of Dames & Moore of Honolulu
Concrete telescope support bearing capacity
Foundation bearing capacity control
Foundation settlement control
Structural bearing capacity
Deflection control
Crack-resistance and crack width control
Bearing capacity and stability capacity control
Fatigue capacity control

12. Structural bearing capacity
SAP
Solid Slab Model
ANSYS
H-Beam Model
Multiporous Slab
Criterion:Bending Rigidity(EI)
The American Concrete Institute code (ACI318)
Normal Structure
Measure the maximum internal force in Load combination
Complex Structure
Input the Character by Programmer
Measure the maximum internal force in one load condition

13. Condition:Dead Load
Concrete 156lbs/cuft
telescope 3*212,000lbs Concret Wall clamped at the foundation.
And I got the 5 different frequencies of PIER as follow:
SET TIME/FREQ
> This is the swing of 4th floor in vertical direction
> This is the swing of 3rd floor in vertical direction
> This is the swing of 2nd floor in vertical direction
>This is the swing of whole structure
>This is the swing of whole structure

14. Ansys Results Force of structure in the ring direction(N)
Force of concrete wall in the ring direction(N)
Shear force of the 2rd floor beams in one direction
Bending moments of the 2rd floor beams in one direction

15. Foundation Bearing Capacity Control
Input:
L=1000mm
bc=1000mm
hc=200mm
b=7’4”=2.24m
H=2’=610m
Concrete
fc ＝ 9.554N/mm
ft ＝ 1.101N/mm
Steel Bar
fy ＝ 165N/mm
as ＝ 50mm　
Minimum reinforcement ratio= 0.15%
fsoil=4000psf=191.52kpa
……..
e--Eccentricity

16. Punching shear checking computation:
CHARACTERISTIC VALUE OF SUBGRADE BEARING CAPACITY fak ＝ 159.6kPa
Punching shear checking computation:
Fl ≤ 0.7 * βhp * ft * am * Ho （ ）　
am ＝ (at + ab) / （ ）　
Fl ＝ pj * Al （ ）
V ≤ 0.7 * βh * ft * bo * Ho （ ）　
X Direction： MⅠ ＝ (b - hc) ^ 2 * (2l + bc) * (p - G / A) / 24 　
＝ ( )^2*(2*1+1)*( /2.24)/24 ＝ 106.6kN·m　
Y Direction： MⅡ ＝ (l - bc) ^ 2 * (2b + hc) * (p - G / A) / 24 　
＝ (1-1)^2*(2* )*( /2.24)/24 ＝ 0.0kN·m　
Fl ≤ ω * βl * fcc * Al
Fl ≤ ω * βl * fcc * Al （5.1-1）　
Minimum reinforcement ratio= 0.15%
Result of trial calculation:
Nk ＝ 340kN； Mkx'＝ 0； Mky'＝ 0； Vkx ＝ 0； Vky ＝ 0　
Shear checking computation:
Bending moment checking computation:
Partial capacity calculation of column
Reinforcement calculation

17. Thank You ! Thanks the help of CFHT Corporation and DSL !
Thanks the help of professor Stiemer, Mathieu and Andy!