ISSN:
1662-8985
Source:
Scientific.Net: Materials Science & Technology / Trans Tech Publications Archiv 1984-2008
Topics:
Mechanical Engineering, Materials Science, Production Engineering, Mining and Metallurgy, Traffic Engineering, Precision Mechanics
Notes:
Taken the roof of Shenzhen citizen center with huge size and very complicated structureas the engineering background, the intelligent methods of safety monitoring of integer behavior forlarge span complex space truss structures under wind-excited by the data-acquisition based onlimited sensors are discussed in detail in this paper. In order to acquire the working status of thewhole structure, the method that can be adopted to obtain structural real-time response under windload is listed as follows, step1: to identify the wind load; step 2: to update the structural finiteelement model; step 3: to measure peak factor of structural response; step 4: to directly analyze thestructural real timely response. The first two steps are key techniques among all the steps of themethod.The weighted proper orthogonal decomposition technique is adopted to identify the characteristicsof wind pressures at all internal nodes on the truss structural roof in the frequency domain by usingthe measured wind pressure data from non-uniformly taps. Moreover, by using measured structuralacceleration response from finite acceleration sensors on the structure, the accurate analytical modelof the structure is established by updating the finite element model based on modifying nodeparameters. Then, the monitoring result of entire truss structure in the worst working performancein every ten minutes is obtained according to positive deductive method with the measured meanwind speed and wind direction from anemometer and peak factor acquired from finite strain gaugeson the truss structure in every 10 minutes. Finally, based on the above-mentioned method, workingstatus intelligent monitoring system is established, which can display the stress level and safe classof all structural members
Type of Medium:
Electronic Resource
URL:
http://www.tib-hannover.de/fulltexts/2011/0528/01/40/transtech_doi~10.4028%252Fwww.scientific.net%252FAMR.33-37.1141.pdf
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