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DESAIN STRUKTUR TAHAN GEMPA PADA BANGUNAN TINGGI DAN BENTANG LEBAR
Kasus: Signature Tower Jakarta
Sugeng Wijanto, Ph.D., IP-U27 Oktober 2017
PT. GISTAMA INTISEMESTA
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List of Contents:
Why Build Tall?
Engineering in Tall BuildingThe limits of Materials
Structural Systems and Advance Solutions
Foundation and Basement Wall
Loadings: Designing for Wind
Designing for Seismic
Case StudiesThe Future of Tall Building in Indonesia : Signature Tower
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Why Build Tall?
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Jakarta
2017
pop10,660,000
14,464 pop/km2
A variety of factors causing people to migrate from rural to urban areas.
A United Nations study found that half of all humanity lived in urban areas in 2008.
By 2050 the study estimated a full 70% of the world’s population will be city residents……
The Heights – Anatomy of a skyscrapers, Ascher, K. 2013
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Modern society spends an estimated 90% of its time inside, a far cry from early civilizations whose livelihoods were tied closely to the outdoors……..
Modern skyscrapers are effectively small cities
The Heights – Anatomy of a skyscrapers, Ascher, K. 2013
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UP- A Regeneration of the Vertical Dystopia Re-Thinking the Vertical City, Sean Wijanto, 2013
Re-Thinking the Vertical City
Green BuildingSmall Cities
Aesthetics, Symbolism and Status in the 21st Century………
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Vertical City
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Tall, Super-Tall and Mega-Tall Buildings
Mega Tall
Super Tall
Tall
600 m
300 m
<300 m
Describe Skyscrapers (CTBUH)
Sig
na
ture
To
wer
Ja
kart
a
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The Limit of Materials:
• Concrete• Reinforcing bar• Strands• Structural Steel
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What Is Concrete :
A mixture of Cement, Water, Aggregate
(fine and coarse) and Admixtures
Three main factors that dictate the design of concrete
mixes : - Economic viability
- Usability of the fresh concrete
- Strength and durability of the hardened concrete
Local Supplier:fc’ = 20 - 55 MPa
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There are Three main types of chemical admixture :
- Air entraining agents
- Set controlling admixtures
- Plasticizers
Concrete Admixtures:
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Floating Concrete Dry DockUsing High strength concrete
Concrete Grade: 70 MPa
Use SCC Type
Batam, April 2017
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High Strength of Steel Rebar and Strand
High strength Rebar 690 MPa
D-16 @100
D-16 @60
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Structural Steel Grades and Dimension
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Structural Systems and Advance Solutions
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Tall Building Systems:
Structural parameters:o Strengtho Stiffnesso Ductility
The Tall Buildings Reference Book, Edited by Parker, D. and Wood, A. CTBUH. 2013
Buttressed Core
Mega Structure Columns
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Façade as Structural Elements
Fifth Hotel City of Dreams, MacauArchitect: Zaha Hadid
Structural Parameters:o All nodes need to be horizontally
aligned to floor edge beamo All stubs horizontal and perpendicular to the glazing reference surfaceo All members need to be planar and single curvedo BIM Tool is mandatory
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Structural Systems and Advance Solutions
Seismic Isolation
The buildings with damping structure or seismic isolation
structure are more secure against earthquake compared to
general anti-seismic structure
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Many of these measure well over 1,000 feet (305 metres), and some have ratios of base-width to height as extreme as 1:23.
Slender Buildings
Slender Tall Building Systems:
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Innovation at Slender Tall Buildings:
Willis, C., Singularly Slender: Sky Living in New York, Hong Kong and Elsewhere, CTBUH 2016
Using TMD will reduce building acceleration and improve the
serviceability of the tower
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Choi H.S., et al, 2016, Structural Challenges with the SOCAR Tower in Baku, a New Megacity in the Caspian Region , CTBUH 2016
The SOCAR office tower in Baku, the capital city of Azerbaijan, located in the seismically active. It is a 38-storey with 2 basement levels. Using TMD reduce building acceleration and improve the serviceability of the tower.
Hybrid structure: RC-core wall with steel floor framing and columns.
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SONY Headquarters (2011) – ShinagawaDampers used in brace configuration in short direction for both wind and EQ protection
Yozemi Tower Obelisk (2008) – ShinjukuDampers used in brace configuration coupling two large “mega” walls in short direction for both wind and EQ protection
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Maison Hermès Ginza, designed by Renzo Piano,
a single signature building (12-storey) in the heart of Ginza. The slender site measures just 12 m x 45 m.
Building design built based on a traditional Japanese Pagoda, with structure only at exterior. Massive dampers used in stepping column configuration for this skinny building protecting the structure from extreme earthquakes
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Foundation and Basement Wall
Bored piles are used most often for high rise buildings with some advantages:- Large carrying capacity based on end
bearing and also side friction- Constructability in almost any site type- Concrete is cheapest material- Flexible diameter up to 3800 mm
Another Foundation types:Bored pile type with rectangular shape is called Barrettes; driven piles, a mat foundation alone or even footing which is depend on the soil properties below the tower
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Basement Wall
Diaphragm Wall, Secant Piles, Contiguous Bored Piles or Soldier Piles are used for deep basement excavations
Basement Wall
MRTTunnel
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Loadings:
Building Height
Storey Height
Building Use
Building Shape
Floor Plate Shape
Slenderness
Dynamic Load:Wind Load
Dynamic Load:Seismic Load
Frame Material
Frame Configuration
Frame Quality
Design Parameter Loading on Building Design Solution
Static Load:Dead Load
Static Load:Live Load
Inter-connection within Tall Buildings (source: Arcadis)
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Designing for Wind
Code Based Design Basic Wind Speed ~ 32 m/s 3 sec gust speed at 10 m above ground Surface Roughness Category B-C-D Importance Factor, I = 1-1.15
> Wind Tunnel Test
Force-Balance Model
Building Comfort Study
Building Comfort Control
RWDI-laboratory
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77 mm/yr
Major World Tectonic Plates and Their Movements
Designing for Seismic
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Earthquake data: Engdahl 1964 - 2005 (Courtesy from D.H. Natawidjaja)
Jakarta
Recent Earthquake Happens in Indonesia since 1964:
M9.1 Aceh-2004
M8.7 Nias-2005
M6.3 Yogya-2006
M8.4 Bengkulu-2007
M7.6 Padang-2009
M7.3 West Java-2009
M6.5 Aceh-2016
Designing for Seismic
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0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.0 2.0 4.0 6.0
Sa
T period (second)
Design Spectrum for Jakarta
tanah lunak
tanah sedang
tanah keras
Floor Mass
m = DL+LLR
W = m x g
Vb = CS x Wt
Fx
Make It Simple Step …..
CS = SD/(R/Ie)
CS ≥ CS-min
Check
T ≥ Cu.Ta
Wt
Method of Analysis (Code Based)
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Design Hazard (earthquake ground shaking)
Acceptable Performance Level (maximum acceptable damage, given that shaking occurs)
Ground Motion
x% - 50 yearsPerformance
Level
+
Performance Objectives
=
Method of Analysis (Advance Analysis)
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Performance Based Seismic Engineering (PBSE)Evaluation Approach
OL
IOLS
CP
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Building Performance Level Matrix
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SCBD-Lot 10 Office Building - Jakarta
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Hybrid Structure RC Core Wall, Steel Composite Beam and Column
Higher Performance Building Level - for MCER
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Shanghai Tower (Mega Tall Project):
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30 May 2011Shanghai Tower (Under Construction):
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Shanghai Tower (Under Construction):
Bottom-up method
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Mega Structure Composite Column
Shanghai Tower (Under Construction):
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Case Study:
Signature Tower Jakarta
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Content:
Overview
Design Team
Project Description
Structural Design Criteria
Method of Analysis
Viscous Elastic Coupling Link Beams
(Alternative Option)
Long Span – Steel Structure
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Overview
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The population of Jabodetabek is broken down as follows:
Jakarta (9.59 million); Bogor Regency (4.76 million); Tangerang Regency (2.84 million); Bekasi Regency (2.63 million); Bekasi Municipality (2.38 million); Tangerang Municipality (1.80 million); Depok Municipality (1.75 million); South Tangerang Municipality (1.30 million); Bogor Municipality (950,000)
The development of Jakarta in the past 40 years has tended to be horizontal and sprawling into rural areas. The need to have higher density development is crucial. The burden of the city’s infrastructure is enormous, with traffic congestion, waste and water management. More concentrated and higher density development will partly resolve the city’s problems.
http://worldpopulationreview.com/world-cities/jakarta-population/October 2017
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The Signature Tower Complex is planned to accommodate those needs. It is strategically located in the central business district of Jakarta, SCBD. The location is
accessible by multi-modes of transportation. It is also adjacent to two of the planned MRT stations. The area has become one of the best developments in Jakarta…..
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LANDUSE
&
MOVEMENT
Sign
atu
re T
ow
er
Lot-
6, -
7 d
an-8
SCBD Lot 10
Equity Tower
BEI-Tower
Pacific Place
Capital Residences
ArthaGraha
Electronic City
Sudirman SCBD
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Design Team
> International ConsultantsConcept Architect : Smallwood, Reynolds, Stewart,
Stewart and Associates Inc.Structural Engineer : Thornton Tomasetti, Inc.Geotechnical Engineer : Langan InternationalMEP and Fire Safety Engineer : Beca Engineering NZ Ltd.Wind Engineering Consultant : Rowan Williams Davies & Irwin Inc.Façade Consultant : Arup Singapore Pte. Ltd.
> Local ConsultantsArchitect of Records : P.T. Pandega Desain Weharima (PDW)Structural Engineer : P.T. Gistama Intisemesta MEP Engineer : P.T. Hantaran Prima MandiriQuantity Surveyor : P.T. Arcadis Indonesia
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(Courtesy SRSA)
111-storey Signature Tower: three zones of office, hotel and observation level.
Podium level: retail, convention and entertainment (12 stories)
Lot-8 Tower (52-storey) : hotel and office
Below are 7 floors of basement, which are used mainly for mechanical room, back of house and parking space.
Project DescriptionProject Description:
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Typical office floor plans
Typical hotel floor plans (L93-L108)
Tenth Floor Plan (Sky Roof Plan) - Level 12
Typical hotel floor plans
Typical office floor plans
Building Section
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Signature Tower Podium – Mall/Retail Hotel & Office
Architectural Floor Plans of Lot 6-7-8
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Structural Expansion Joints
Signature Tower
Lot-8 Tower
Each structures have different structural behaviors, so structural expansion joints are an effective way to separate the structures to avoid the structural
interference between dissimilar structures.
Expansion joints were placed between both towers and the above-ground podium.
EXPANSION JOINTS
Podium
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• Most of lateral system is controlled by strength
• High strength materials used in design
Concrete:
o Tower bored piles : 50 MPa
o Mat Foundation : 60 MPa
o Super Column : 80 MPa
o Wall : 70 - 85 MPa
Structural Steel:
oTruss : 520 MPa
Rebar :
o Deformed steel bar : 400 – 500 MPa
Structural Materials
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- Location : Jakarta, Indonesia
- Moderate seismic zone
- 638 m to top of spire (above ground)
- 525.8 m to top of roof (above ground)
- Slender Tower (H/B = 8.7) with some
architectural setbacks at its corners
- 7 basement levels
Structural Design Criteria
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98.59.456.75
Typical Office Floor Plan
31 m
59
.4 m
Super Column
Gravity Column
Link Beam
Core Wall
13.7 m
59.4 m
SMRF
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Typical Hotel Floor Plan
31 m
50
.8 m
Gravity Column13.7 m
50.8 m
SMRF
8.5 911.9
Core Wall
Link Beam
Super Column
(Level 93-108)
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1-story Belt Truss
Tower Crown
1-story Belt Truss • Primary Lateral System:
Composite Core Wall- Steel plates - Built-up steel section
SRC Super Columns- Built-up steel section
Steel Outrigger Trusses
• Secondary Lateral System: Exterior Mega Frame Steel Belt Trusses Steel Floor Trusses SRC Super Columns
“Core-Outriggers-Mega Frame” System
Lateral Resisting System
Structural System
1-story Belt Truss
1-story Belt Truss
1-story Belt Truss
1-story Belt Truss
2-story Belt Truss & Outrigger Truss
2-story Belt Truss & Outrigger Truss
2-story Belt Truss & Outrigger Truss
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Super Column
Benefit of SRC
o Reduce column size
o Improve ductility
Shanghai-Tower
Structural System
Use BIM as a Tool
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Core Wall
Outrigger
TrussSuper
Column
Link Beam
1. Core Wall + Super Column (SC) + Outrigger Truss
2. Core Wall + SC + Outrigger Truss + Belt Truss
3. One-Storey Belt Truss
Two-Storey Belt Truss
Floor Truss
One-Storey Belt Truss
Courtesy Thornton Tomasetti
Structural System Lateral Resisting System
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RC Wall
Super Column
Outrigger
Belt Truss
Lateral Resisting System
2-story Belt Truss & Outrigger Truss
1-story Belt Truss
1-story Belt Truss
1-story Belt Truss
2-story Belt Truss & Outrigger Truss
2-story Belt Truss & Outrigger Truss
1-story Belt Truss
1-story Belt Truss
Tower Crown
1-story Belt Truss
+ + + =
Structural System
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Drilled shaft bored piles with a mat foundation system was used for this project to support the weight of the building and resist overturning moments from wind and seismic loads.
The drilled shaft pile foundation under the tower-mat is 1.5 m in diameter, with an effective length of 90-100 m to transfer the axial load of the tower to the hard silt and very dense sand. Estimated pile capacity is 18,000kN
The tower mat is relatively thick to distribute vertical loads from columns and core to the piles.
Foundation and Basement Wall
mat with piles
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Basement Wall:
a) Slurry Wall Construction
b) 1200mm thick
c) Total depth excavation of 23.5 m
d) Check wall at two stages
o Construction Stage- Retaining soil- Top-down construction
implications
o Service Stage- Resist soil at-rest pressure- Resist groundwater
pressureCourtesy of CSCEC
D-Wall Instalation
Bored Piles Instalation
Top-Down Stages
Foundation and Basement Wall
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Method of Analysisfor Lateral Load Resisting System
Service Level Earthquake
Performance-Based Design
Code-Based Design (SNI)Gravity Loading
Wind Loading
EQ Loading
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Wind Tunnel Testa) a 1:500 scale model, including its
proximity surroundings within a 600 m diameter.
a) The wind climate model was scaled so that the magnitude of the wind velocity for the 100 yrp corresponded to a mean hourly wind speed of 40 m/s at gradient height in open terrain.
(Source: RWDI, 2012)
Meet ISO, RWDI & CTBUH standard
No need additional dampers
Predicted Peak Accelerations and Torsional Velocities(Worst Case Configuration)
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Seismic Design Criteria - Prescriptive Code-Based
• Codes: SNI 1726-2012 / ASCE-7-10
• Building Occupancy Category – III
Importance Factor, Ie = 1.25
• Medium Soil
• Seismic Design Category = D
• Use Modal Response Spectrum Analysis
• Site specific response spectra for MCER (1% in 50 year)
• SMS = 0.925g ; SM1 = 0.786g
• SDS = 0.617g ; SD1 = 0.524g
• Minimum Base Shear Controlled by minimum ‘Cs’ Factor
(Cs)min= 0.044*0.925*2/3*1.25 = 3.39%
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Seismic Input Ground Motions
NLTH structural analysis requires a set of 7 pairs of seismic time-history input-motions at reference ground-surface or base of the structure. This should be developed in correspondence to the site and seismic source characteristics.
Recommended site-specific ground-
surface MCER spectra of a site in
Jakarta
Recommended MCER
MCER map at base rock soil class-B
(SNI 1726:2012)
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Building Performance Level Matrix
SLE
MCER
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Result of Analysis:
Mode 1
Y Translation
T1 = 11.68s
Mode 2
X Translation
T2 = 11.52s
Mode 3
Z Torsion
T3 = 7.16s
Note: the code limit for the drift is 1.5% (MCE Level)
Wijanto, S., et al, Best Practices in Seismic Design of Tall to Mega Tall Building Structures in Indonesia, Proceedings on 16th WCEE, Chile, January 2017
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Viscous Elastic Coupling Link Beams (Alternative Option)
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Conventional Link Beams
Diagonal
Reinforcement
Bundle
Diagonally Reinforced Link beam
Closely Spaced
Vertical Stirrups
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Viscous Elastic Coupling Link Beams
Installation of Viscous Elastic Damper Panels
Increase in Speed of Construction time
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Impacts of VCD Link Beams in Signature Tower
Inter-storey drift ratios
Savings in material, labor and time
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Long Span – Steel Structure
Podium Lot-7
L-1
L-7
7 levels
12 levels
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Building Section – Podium Lot 7
L-1L-3
L-5
L-7L-8
L-11
L-12
32
m x
56
m
56 m x 80 m
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Grid 22
L-7….. 32000
L-8….. 38000
L-9….. 43400
L-10.. 52680
L-11.. 54300
L-12.M 60900
L-12.R 66300
Long Span – Steel Structure
Steel TrussH=9280 mm
Steel Truss H=5500 mm
56 m
Ballroom
Roof Garden
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If Rhythmic activities (e.g. dancing) is required, a tune mass damper will be required in this area to reduce the floor vibration.
Floor Vibration Problem
Damper
Damper
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(a case study)
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Ward, J. and Ivan, 2016, The Impact of Tech Companies in Rethinking the High Rise, CTBUH seminar 2016
Long Span – Steel Structure (Other Project)
The Tencent Corporate Headquarter in Shenzhen, China. (source NBBJ)50 stories and 41 stories, GFA 270,000 sqm
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Ward, J. and Ivan, 2016, The Impact of Tech Companies in Rethinking the High Rise, CTBUH seminar 2016
South Tower 250 m and North Tower 190 m
Gigantic Frame Structure connected:L3-L6L21-L26L34-L38 and connection length of 47 m
connection length of 45 m
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Program Studi Arsitektur ITB PT. GISTAMA INTISEMESTA