Council on Tall Buildings. and Urban Habitat CAYAN TOWER CTBUH BEST TALL BUILDING MIDDLE EAST & AFRICA
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2 CAYAN TOWER CTBUH BEST TALL BUILDING MIDDLE EAST & AFRICA CTBUH AWARDS TH ANNUAL AWARDS NOVEMBER 6, 2014 SKIDMORE, OWINGS & MERRILL LLP CAYAN GROUP REAL ESTATE & INVESTMENT GEORGE J. EFSTATHIOU FAIA, RIBA CONSULTING PARTNER WILLIAM F. BAKER, PE, SE, FASCE, FIStructE, NAE, FREng STRUCTURAL ENGINEERING PARTNER
3 PRESENTATION OUTLINE Introduction Project Overview Design Competition Design Goals The Twist Photography Questions
4 PROJECT OVERVIEW Project Start Project Opening Use Building Height Levels Above Grade Levels Below Grade Project Area Design Recognition April 2005 Design Competition June 2013 Residential 307 m (1,000 feet) ,000 m 2 Residences 65,000 m 2 Amenities 2,800 m 2 Parking 26,800 m 2 Retail 1,300 m 2 10 Awards Tallest twisting building in the world
5 DESIGN COMPETITION Paid Competition Competition Start February 2005 Winner Announced May 2005 Invited Architects Skidmore, Owings & Merrill LLP Zaha Hadid HOK Hopkins Architects Design Brief A 65 story condominium building that is intended to be a landmark / icon in the skyline of Dubai
6 DESIGN GOALS Create an Iconic Form Create a Landmark Within Dubai Marina Take Full Advantage Of the Site Prominence Optimize Views From Within the Tower
7 TWISTING TOWERS
8 THE TWIST: SIMPLIFYING THE COMPLEX Architecture Columns sloping in 3 directions Structural Sloping columns & the twist MEP Distribution Vertical distribution of systems
9 THE TWIST Full 90 degree twist 1.2 degree shift/floor
10 THE TWIST
11 STRUCTURAL INNOVATION OPTION: STRUCTURE TWISTS Architecture: Excellent for Space Layout Occupant Impression? Window Panel Geometry? Structures: Impact of Sloped / Twisted Columns Constructability of Sloped / Twisted Columns Building Services Must Respond to Twist 2006 All rights reserved.
12 STRUCTURAL INNOVATION OPTION: STRUCTURE DOES NOT TWIST Architecture: Less Desirable for Space Layout Structures: Loss of Footprint Optimum Constructability Building Services Must Respond to Twist
13 STRUCTURAL INNOVATION: OPTION: HYBRID IDEA Architecture: Excellent for Space Layout Excellent for Exterior Wall Standardization Occupant Impression Structures: Larger Footprint Constructability Middle Ground Stepped vs. Sloped / Twisted Columns Building Services: Must Respond to Twist
14 STRUCTURAL INNOVATION: HYBRID TWIST Sloped, Stepped Scheme
15 STRUCTURAL INNOVATION: HYBRID TWIST Column Position Below Beam
16 STRUCTURAL INNOVATION: HYBRID TWIST Column Position Above Beam Column Position Below Beam
17 STRUCTURAL INNOVATION: HYBRID TWIST Column Position Overhead Column Position Above Beam Column Position Below Beam
18 STRUCTURAL INNVOATION: INCLINED VS STEPPED COLUMNS
19 STRUCTURAL INNOVATION: INCLINED VS STEPPED COLUMNS
20 STRUCTURAL INNOVATION: INCLINED VS STEPPED COLUMNS
21 STRUCTURAL INNOVATION: GENERATING THE TWIST Circular & Vertical Reinforced Concrete Shear Walls at Central Core Reinforced Concrete Stepped Perimeter Moment Frame Interior Twisting Gravity Columns (6) Reinforced Concrete Flat Plate Pile Supported Mat Foundation
22 STRUCTURAL INNOVATION: GENERATING THE TWIST R/C Walls at Circular Central Core Rectangular R/C Perimeter Tube Frame Columns R/C Spandrel Beams at Perimeter Tube Frame Square R/C Interior Columns (6) Slab Penetrations at Circulation Corridor 230 mm Thick R/C Flat Plate Shaped Corner Columns (4)
23 STRUCTURAL INNOVATION: CONCRETE FOR THE TOWER Concrete Material Properties Concrete Mix Design Self Consolidating Concrete (SCC) BASF High Range Water Reducing Admixture Portland Cement + Fly Ash + Microsilica
24 MANAGING THE WIND
25 MANAGING THE WIND The Twist Geometry of the Tower Effectively Reduced the Cross-wind Response (Accelerations) by as Much as 25%
26 MANAGING THE WIND
27 MANAGING THE WIND: CLASSIC TALL BUILDING PROBLEM Slab Building
28 CONSTRUCTING THE TWIST Lenton Products Formwork & Rebar SOM 3D Rebar Model
29 CONSTRUCTING THE TWIST
30 CONSTRUCTING THE TWIST
31 BUILDING MOVEMENT & MONITORING PROGRAM Long Term Creep Analysis Including Construction & Loading Sequencing
32 BUILDING MOVEMENT MONITORING
33 BUILDING MOVEMENT MONITORING
34 CLADDING SYSTEMS
35 CLADDING SYSTEM
36 MEP VERTICAL DISTRIBUTION Horizontal Distribution From Unit to Core Risers
37 MEP VERTICAL DISTRIBUTION Horizontal Distribution From Unit to Core Risers
38 TYPICAL FLOOR PLAN
39 TYPICAL APARTMENT MIX & BUILDING SECTION
40 INTERIOR VIEWS
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