01 jt twisting super tower project
TRANSCRIPT
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PROJECT OUTLINE
1. Introduction 2. Site location, analysis and orientation 3. Site restrictions and design challenges 4. Schematics, design development, planning 5. Structural design analysis 6. Interior & exterior communication paths 7. Exterior façade (glazing/cladding) 8. Interior finishes 9. Construction methods and assemblies
SITE LOCATION, SEISMIC ANALYSIS
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Location of the project: San Francisco, CA
Seismic Analysis: Zone 4
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SITE RESTRICTION AND DESIGN CHALLENGES GENERAL INFORMATIONGEOTECHNICAL
Soil Type Sd (Soft soil profile)
Bearing Capacity 3500psi
Liquefaction Yes, data obtained at USGS
Piles have to be used
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Site Location
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SITE RESTRICTION AND DESIGN CHALLENGESGENERAL INFORMATIONSEISMIC ZONE MAP
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SITE RESTRICTION AND DESIGN CHALLENGESGENERAL INFORMATIONSEISMIC ZONE
Seismic zone : 4Occupancy category : Mix used (B, R, )Occupancy type : IA
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SITE RESTRICTION AND DESIGN CHALLENGESDEEP FOUNDATION
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N
Prestressed Concrete Piles
Piles Driving Equipments
• Large load and great height structure requires deep foundation• Steel Reinforced Concrete piles• 6 feet concrete mat caps and secure the piles in place.
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SITE RESTRICTION AND DESIGN CHALLENGESTHREE STORY UNDERGROUND PARKING
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Area: 177’ x 83’Total Area: 45000 sfParking Spaces: 222
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SITE RESTRICTION AND DESIGN CHALLENGESGENERAL INFORMATIONWIND LOAD
Site(California Building Code CBC 2009)
Wind speed = 80mph
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It is a cold place in general, the building needs to worry about HEATING for most of the year. COOLING is NOT a major concern.
SITE RESTRICTION AND DESIGN CHALLENGESGENERAL INFORMATIONSAN FRANCISCO'S CLIMATE
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SITE RESTRICTION AND DESIGN CHALLENGESGENERAL INFORMATION AVERAGE SOLAR RADIATION
24o
72o
Jun 21th
Dec 21th
Solar Altitude
An asset, the building should collect as much as solar energy for HEATING.
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SCHEMATICS DESIGN, DEVELOPMENT & PLANNING
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Rectangular & Oval Shape Buildings
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SCHEMATICS DESIGN, DEVELOPMENT & PLANNING
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LOCATION: SAN FRANCISCO, CA
CLIENT: XYZ
TYPE: SUPER TALL, MIX USED, RETAIL, CORPORATE OFFICE, RESIDENTIAL
BUILDING SIZE: 1,800,000 SF
HEIGHT: 720 FT (60 FLOORS) WITH A 50 FT ANTENNA
OPTION 1
OPTION 3
OPTION 2
FINAL DESIGN
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CORE FLOOR PLAN LAYOUT (TYP)
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CORE WALL 7,400 SF
ELEVATORS
STAIRWAYS
STORAGE AREA
RESTROOMS
INTERIOR COMMUNICATION PATHS
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RESIDENTIAL FLOOR PLANS 31ST – 59TH FLOORS
(4) 1 bedroom units - 1000 sf
(2) 2 bedrooms units - 2000 sf
(2) 2 bedrooms units - 2500 sf
(2) 3 bedrooms units - 2800 sf
(2) 3 bedrooms units - 3000 sf
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INTERIOR FINISHES
INTERIOR DECORATION AT THE FOYER
LOWER STORE - WAYS FULLY GLAZED
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CONSTRUCTION METHODS AND ASSEMBLIES
IN PERFORMANCE CORE, REBAR IS THICKER AT THE BASE, WHERE IT DOES
THE MOST WORK
EXTERIOR GLAZING
STEEL BRACING
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REFERENCES :
1. Skyscrapers Structure and Design By Mathew Wells Projects: The High Cliff - HONG KONG Deutsche Post – GERMANY2. Arup San Francisco Unbonded Brace Eric Ko, Caroline Field From research to Practice – A value story
www.arup.com/_assets/_download/download172.pdf3. Geotechnical Engineering Handbook By Robert W. Day4. Building Code Illustrated A Guide to Understanding the 2009 IBC5. Turning Torso Case Study By Mojgan Aghamir6. Torre Mayor Case Study By José Luigi Torricos
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