Closure to “Equivalent Static Wind Loads on Long-Span Roof Structures” by J. Fu, Z. Xie, and Q. S. Li

2010 ◽  
Vol 136 (4) ◽  
pp. 470-471
Author(s):  
Jiyang Fu ◽  
Zhuangning Xie ◽  
Q. S. Li
Keyword(s):  
Wind Loads ◽  
Long Span ◽  
Equivalent Static Wind Loads

Objective-based equivalent static wind loads for long-span bridges

2019 ◽  
Author(s):  
Zachary J. Taylor ◽  
Pierre-Olivier Dallaire ◽  
Stoyan T. Stoyanoff
Keyword(s):  
Time Domain ◽  
Experimental Testing ◽  
Wind Loads ◽  
Response Analysis ◽  
Long Span Bridges ◽  
Buffeting Response ◽  
Long Span ◽  
Equivalent Static Wind Loads ◽  
The Time Domain ◽  
Key Aspects

<p>The process to arrive at design wind loads for long-span bridges involves experimental testing and analytical methods. Time domain simulations are becoming increasingly common and many available studies demonstrate results of buffeting response analysis in the time domain. However, there is significantly more to the process than the response analysis to derive wind loads that can be applied practically for design. The current study focuses on two key aspects required to derive design wind loads: prediction of the peak modal deflection and derivation of modal combination coefficients using objective functions.</p>

Equivalent Static Wind Loads on Long-Span Roof Structures

2008 ◽  
Vol 134 (7) ◽  
pp. 1115-1128 ◽  
Author(s):  
Jiyang Fu ◽  
Zhuangning Xie ◽  
Q. S. Li
Keyword(s):  
Wind Loads ◽  
Long Span ◽  
Equivalent Static Wind Loads
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