DocumentCode
588879
Title
Study on Numerical Integration Algorithm for PSD Test
Author
Peng Sun ; Xin Guo
Author_Institution
Coll. of Comput. Sci., Northwestern Polytech. Univ., Xi´an, China
fYear
2012
fDate
17-18 Nov. 2012
Firstpage
223
Lastpage
227
Abstract
This paper focuses on two integration algorithms used for pseudo-dynamic test, explicit New mark algorithm and implicit alpha-C algorithm. The comparison study between the test and simulation results shows that: the non-uniform distribution of mass, restoring force characteristics and higher frequency vibration modality are simulated more accurately using the alpha-C algorithm than using explicit New mark algorithm. The alpha-C algorithm also leads to high iterative accuracy and unconditional stability. Replacing the explicit New mark algorithm in original experimental system by implicit alpha-C algorithm, the MDOF pseudo dynamic test system can be realized successfully.
Keywords
dynamic testing; earthquake engineering; integration; iterative methods; structural engineering computing; vibrations; MDOF pseudodynamic test system; Newmark algorithm; PSD test; alpha-C algorithm; explicit Newmark algorithm; force characteristics; higher frequency vibration modality; nonuniform mass distribution; numerical integration algorithm; unconditional stability; Acceleration; Earthquakes; Force; Heuristic algorithms; Load modeling; Mathematical model; Vibrations; On-line test control software; numerical integration algorithm; pseudo-dynamic test; structural seismic;
fLanguage
English
Publisher
ieee
Conference_Titel
Computational Intelligence and Security (CIS), 2012 Eighth International Conference on
Conference_Location
Guangzhou
Print_ISBN
978-1-4673-4725-9
Type
conf
DOI
10.1109/CIS.2012.57
Filename
6405902
Link To Document