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Pressure-tapped building model in wind tunnel
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Complete - 04/14/2014
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|Executive Summary:||Download Document|
|Dates:||January 01, 2004 - December 31, 2004|
|Facility:||University of Technology, Sydney, Australia|
Hong Kong University of Science and Technology, Hong Kong, China
University of California, Irvine, CA, United States
University of Technology, Sydney, Australia
The 76-story 306 m tall benchmark building chosen as the prototype structure for this study. The buildinga??s plan view is approximately 42 m square with two 7 m chamfers on opposite corners. To determine wind forces on the complex facade of the structure... (more)
|Sponsor:||NSF - CMS - 02-18813
NSF - CMS - 96-25616
Wind Tunnel Tests for Wind-Excited Benchmark Building (view)
|Group Space:||Project:Wind Tunnel Tests for Wind-Excited Benchmark Building|
|Report on Data Status:||View Report|
J. Yang, Anil Agrawal, Bijan Samali, J. Wu (2004). "Benchmark Problem for Response Control of Wind-Excited Tall Buildings", J. Eng. Mech. 130, SPECIAL ISSUE: BENCHMARK STRUCTURAL CONTROL PROBLEM, ( view )
Bijan Samali, K. Kwok, G. Wood, J. Yang (2004). "Wind Tunnel Tests for Wind-Excited Benchmark Building", J. Eng. Mech. 130, SPECIAL ISSUE: BENCHMARK STRUCTURAL CONTROL PROBLEM, ( view )
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|Data Re-use Status:||This Project does not reuse data from other projects.|