Designing Tall Buildings: Why is it different

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Presentation transcript:

Designing Tall Buildings: Why is it different Designing Tall Buildings: Why is it different? A pause for reflection and overview

Engineering Challenges with Tall Buildings Scale

Engineering Challenges with Tall Buildings Wind and other lateral loads

Engineering Challenges with Tall Buildings Structural systems and possible impact on the building

Engineering Challenges with Tall Buildings Axial Shortening Foundations Speed and complexity of construction The sometimes difficult balance between science and unnecessary complexity Confidence and over-confidence Efficiency and net to gross

Trends and the Future for High-rise Design & Construction

Lighter, cheaper and more net lettable Making tall buildings more efficient Global influences – learn from other high-rise nations Join the Council on Tall Buildings and Urban Habitat

Prefabrication and modularisation

Extreme Engineering – Al Burj, Dubai

Al Burj, Dubai – Key Vertical Structural Elements “Hammer” Mega-Column Mega-Columns Hammer Wall Inner Drum Wall Fin Wall

Al Burj, Dubai – Construction

Al Burj, Dubai – Concrete Considerations 40 MPa Cylinder strengths up to 100 MPa Stiffness Workability Pumpability Stickiness Sourcing Heat Durability Reliability 50 MPa 60 MPa 70 MPa 80 MPa 90 MPa 100 MPa

Extreme Engineering – Beekman Tower, NY

Extreme Engineering – 432 Park Avenue, NY Building Height: 425 m Slenderness: 1:15 Wind Drift: L/ 400 Governing Period: 13 sec.

Extreme Engineering Braced Core – Shear Walls Perimeter Moment Frame

Extreme Engineering Outrigger System

Extreme Engineering

Extreme Engineering – One World Trade Center, NY Ht. 1776’, (540M) Antenna & Cable Structure Ht. 1368’-0” (417 M) MEP, Restaurant & Ob. Deck Ht. 1107’-8” Office Floors Ht. 186’-8” MEP Ht. 66’-8” Lobby Ht. 0’-0” Basement Ht. -70’-0”

+ = Extreme Engineering – One World Trade Center, NY Lateral Force Resisting System Perimeter Steel Moment Frame Concrete Core

Extreme Engineering – 107 West 57th Street, NY

760 ft. (231 m) Slenderness Ratio 231 13 = 17.8 Extreme Engineering – 107 West 57th Street, NY Slenderness Ratio 760 ft. (231 m) 231 13 = 17.8 42 ft. (13 m)

Collaboration Collaboration

Collaboration Effortless architecture (the architect/engineer partnership is crucial – right from day one) Experimentation based on detailed study and sound structural principles Knowledge sharing Stunning design & presence Viability