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Wind Tunnel Tests for Wind-Excited Benchmark Building
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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
PI(s): Bijan Samali
Dates: NSF - CMS - 02-18813
NSF - CMS - 96-25616
Facility: University of Technology, Sydney, Australia
Organization(s): Hong Kong University of Science and Technology, Hong Kong, China
University of California, Irvine, CA, United States
University of Technology, Sydney, Australia
Description:
The 76-story 306 m tall benchmark building chosen as the prototype structure for this study. The building’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)
Website(s): 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
Publications:
Bijan Samali, "Wind Tunnel Tests for Wind-Excited Benchmark Building" (view)
Anil Kumar Agrawal; Bijan Samali, "Benchmark Problem for Response Control of Wind-Excited Tall Buildings" (view)
Documentation:
Related Documents:
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 )
Analysis:
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Images:
Tags (keywords):
  1. benchmark
  2. high rise buildings
  3. wind tunnel test
  4. wind load
Data Re-use Status: This Project does not reuse data from other projects.