MA Jun, ZHOU Dai, LI Lei, ZHAO Yao-jun. THE COMPOSITE APPROACH FOR WIND TIME SERIES SIMULATION[J]. Engineering Mechanics, 2009, 26(2): 53-059,.
Citation: MA Jun, ZHOU Dai, LI Lei, ZHAO Yao-jun. THE COMPOSITE APPROACH FOR WIND TIME SERIES SIMULATION[J]. Engineering Mechanics, 2009, 26(2): 53-059,.

THE COMPOSITE APPROACH FOR WIND TIME SERIES SIMULATION

More Information
  • Received Date: December 31, 1899
  • Revised Date: December 31, 1899
  • Based on weighted amplitude wave superposition method (WAWS) and auto regressive method (AR), a new composite approach for wind time series simulation was proposed. This approach can significantly reduce computation effort with no accuracy lost, where the frequency domain was divided into a group of sub-domains by creating frequency sub-windows. The wind time series simulation for a spatial structure was carried out as a numerical example. Furthermore, the matrix expression of Levison-Durbin algorithm was put forward and the optimally regression order was judged by the ACI criterion. Finally, it is shown from computation and comparison that the presented approach has much higher computation efficiency than WAWS and better precision than AR.
  • Related Articles

    [1]LAI Jian-zhong, ZHU Yao-yong, TAN Jian-min. Experiment and simulation of ultra-high performance concrete subjected to blast by embedded explosive[J]. Engineering Mechanics, 2016, 33(5): 193-199. DOI: 10.6052/j.issn.1000-4750.2014.10.0874
    [2]FANG You-zhen, SHAO Yong-jian, SUN Guo-hua, WANG Lei. NUMERICAL SIMULATION ON FLEXURAL PERFORMANCE OF STEEL-REINFORCED CONCRETE COMPOSITE BEAM WITH LIGHT-WEIGHT CONCRETE[J]. Engineering Mechanics, 2010, 27(10): 110-118.
    [3]PI Tian-xiang, BAI Shao-liang, FU Jian-ping. SIMULATION FOR BEHAVIOR OF LENGTH TO HEIGHT RATIO L/H≤1.5 COMPOSITELY REINFORCED COUPLING BEAMS[J]. Engineering Mechanics, 2010, 27(5): 97-105.
    [4]GAO Ling-fei, ZHENG Xiao-ping, YAO Zhen-han. SIMULATING ELASTIC PROPERTY AND FAILURE PROCESS OF HETEROGENEOUS BRITTLE MATERIALS BY BE ROW-SUBDOMAIN APPROACH[J]. Engineering Mechanics, 2010, 27(5): 8-013,.
    [5]LI Zhi-jun, JIA Qing, WANG Guo-yu, DONG Ji-wu, ZHANG Qiang, LI Guang-wei. PHYSICAL SIMULATION OF ICE FLOE IMPACT FORCES ON PILE STRUCTURES OF WHARFS[J]. Engineering Mechanics, 2010, 27(03): 169-173,.
    [6]LI Zhi-jun, DONG Ji-wu, LU Zhi-qiang, CHENG Ji-feng, LI Guang-wei. PHYSICAL EXPERIMENTS AND SIMULATION OF SEA ICE FORCE ON PILE STRUCTURES IN PORTS[J]. Engineering Mechanics, 2009, 26(3): 212-217.
    [7]ZHANG Qi, LI Xing-si. IMPORTANCE SAMPLING APPROACH IN STRUCTURAL RELIABILITY ANALYSIS BASED ON KRIGING SIMULATION[J]. Engineering Mechanics, 2007, 24(1): 33-036.
    [8]DAI Ming-jun, CHEN Zhi-gang. NUMERICAL SIMULATION OF DOCKING DYNAMICS OF A DOCKING SIMULATING TEST FACILITY[J]. Engineering Mechanics, 2006, 23(7): 54-59.
    [9]WANG Wen-wei, ZHAO Guo-fan, HUANG Cheng-kui. AN EXPERIMENTAL STUDY OF RC BEAMS STRENGTHENED WITH CFRP SHEETS UNDER SIMULATED CONTINUOUS TRAFFIC LOADS[J]. Engineering Mechanics, 2006, 23(5): 56-61.
    [10]CHU Bao-xin, FAN Hong-gang, CHEN Nai-xiang. SIMULATION AND OPTIMUM DESIGN OF TRANSIENT MIXED FREE-SURFACE-PRESSURE FLOW FOR THE HYDROPOWER STATION[J]. Engineering Mechanics, 2003, 20(4): 166-170.

Catalog

    Article Metrics

    Article views (1487) PDF downloads (433) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return