Florida International University
Edit Your Profile
FIU Discovery
Toggle navigation
Browse
Home
People
Organizations
Scholarly & Creative Works
Research Facilities
Support
Effects of geometry on the wind response of super-tall towers
Conference
Irwin, P. (2008). Effects of geometry on the wind response of super-tall towers .
314 10.1061/41016(314)86
Share this citation
Twitter
Email
Irwin, P. (2008). Effects of geometry on the wind response of super-tall towers .
314 10.1061/41016(314)86
Copy Citation
Share
Overview
Identifiers
Additional Document Info
View All
Overview
cited authors
Irwin, P
abstract
Tall buildings become increasingly sensitive to wind as they go higher and for super-tall towers, which are going up at an increasing rate, wind becomes the dominant factor in the structural design, not only for strength but also for keeping the building motions within a comfort range for the occupants. Along wind forces are important but even more important are the crosswind forces. While stiffening the structure, increasing its mass, or adding supplementary damping systems are all ways of reducing the response, it must be remembered that the source of the wind excitation is interaction of the wind with the building's shape. The dominant form of excitation of building motions is often vortex shedding. Various shaping strategies such as tapering, varying the cross-section with height, softening the corners, using spoilers, and inserting openings in the building have been used to mitigate or even completely suppress vortex excitation. The alignment of the tower with strong wind directions or even with other towers nearby can also be important. Substantial cost savings are possible if the effect of shape is taken into account early in the design. © 2008 ASCE.
authors
Irwin, Peter
publication date
January 1, 2008
Identifiers
Digital Object Identifier (DOI)
https://doi.org/10.1061/41016(314)86
Additional Document Info
volume
314