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《Earthquake Engineering and Engineering Vibration》 2005-01
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The research of a high order single step method for real-time substructure testing

Li Jin~(1), Wang Huanding~(1), Zhang Yongshan~(2), Zhao Guifeng~(2) (1.School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China; 2.Earthquake Engineering Research Test Centre, Guangzhou University, Guangzhou 510405, China)  
The on-line test of structure can be divided into two types: quasi-static test and pseudo dynamic test. Their common key is to build up a set of explicit algorithm. The domestic and international scholars have already obtained good research findings in this aspect. With the application of the vibration control technique to the structure engineering, some devices related to speed was used to controlled system. It brought some new problems to the original real-time substructure testing. Then it is important to establish a high accuracy and unconditional stability real-time substructure testing algorithm. Based on the original research findings of the high order single step integration algorithm, a new algorithm for the high order single step real-time substructure testing was put forward. The new algorithm is not only explicit, but also has no damping of algorithm and has not transcendental phenomenon.
【Fund】: 广洲市建委基金项目;; 广洲大学抗震中心重点实验室基金项目
【CateGory Index】: P315.9
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