Wind-induced dynamic response and resultant load estimation for a flat long-span roof

1996 ◽  
Vol 65 (1-3) ◽  
pp. 155-166 ◽  
Author(s):  
Y. Uematsu ◽  
M. Yamada ◽  
A. Sasaki
Keyword(s):  
Dynamic Response ◽  
Load Estimation ◽  
Long Span

Wind-induced dynamic behavior and its load estimation of a single-layer latticed dome with a long span

2001 ◽  
Vol 89 (14-15) ◽  
pp. 1671-1687 ◽  
Author(s):  
Yasushi Uematsu ◽  
Osamu Kuribara ◽  
Motohiko Yamada ◽  
Akihiro Sasaki ◽  
Takeshi Hongo
Keyword(s):  
Dynamic Behavior ◽  
Single Layer ◽  
Load Estimation ◽  
Long Span

Wind-Induced Responses Study and Wind-Resistant Design of Super-Long-Span Cable-Membrane Roof Structure of Shenzhen Baoan Stadium

2011 ◽  
Vol 71-78 ◽  
pp. 666-672
Author(s):  
Wen Bo Sun ◽  
Qing Xiang Li ◽  
Han Xiang Chen ◽  
Wei Jian Zhou
Keyword(s):  
Numerical Calculation ◽  
Wind Tunnel ◽  
Dynamic Response ◽  
Membrane Structure ◽  
Wind Tunnel Test ◽  
Scale Model ◽  
Induced Responses ◽  
Design Codes ◽  
Long Span ◽  
Roof Structure

In this paper, the system and the design philosophy of wheel-spoke cable-membrane structure of Baoan Stadium is introduced firstly. And then the study of wind tunnel test on 1:250 scale model is mainly presented, together with the numerical calculation of the wind dynamic response. Finally, the wind-resistant design of the roof structure based on the results of wind tunnel test and the foreign design codes is generally introduced.

scholarly journals Dynamic Response of a Long-Span Concrete-Filled Steel Tube Tied Arch Bridge and the Riding Comfort of Monorail Trains

2018 ◽  
Vol 8 (4) ◽  
pp. 650 ◽  
Author(s):  
Hongye Gou ◽  
Wen Zhou ◽  
Changwei Yang ◽  
Yi Bao ◽  
Qianhui Pu
Keyword(s):  
Dynamic Response ◽  
Steel Tube ◽  
Arch Bridge ◽  
Concrete Filled Steel Tube ◽  
Long Span ◽  
Tied Arch Bridge
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