| A NEW METHOD FOR THE UNCERTAIN RESPONSE ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS |
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| 引用本文： | Xie Jun Sun Yan (Dept.Of Engineering Mechanics,Shanghai Jiaotong University,Shanghai 200240,China)Guan Gang (College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China). A NEW METHOD FOR THE UNCERTAIN RESPONSE ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS[J]. Acta Mechanica Solida Sinica, 2003, 16(1): 47-51. DOI: 10.1007/PL00013117 |
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| 作者姓名： | Xie Jun Sun Yan (Dept.Of Engineering Mechanics Shanghai Jiaotong University Shanghai 200240 China)Guan Gang (College of Civil Engineering Zhengzhou University Zhengzhou 450002 China) |
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| 作者单位： | Xie Jun Sun Yan (Dept.Of Engineering Mechanics，Shanghai Jiaotong University，Shanghai 200240，China)Guan Gang (College of Civil Engineering，Zhengzhou University，Zhengzhou 450002，China) |
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| 基金项目： | Project supported by the National Natural Science Foundation of China(No.10132010)，the Foundation of Committee on Science，Technology of Shanghai(No.00QA14013) |
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| 摘 要： | A computing method for estimating the upper and lower bounds of the response ofstructures with uncertainties is presented.The uncertain parameters are described by the convexmodel.A numerical example of the frame structure is given to illustrate the effectiveness of thismethod.
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A NEW METHOD FOR THE UNCERTAIN RESPONSE ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS |
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| Xie Jun Sun Yan. A NEW METHOD FOR THE UNCERTAIN RESPONSE ANALYSIS OF STRUCTURES WITH UNCERTAIN PARAMETERS[J]. Acta Mechanica Solida Sinica, 2003, 16(1): 47-51. DOI: 10.1007/PL00013117 |
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| Authors: | Xie Jun Sun Yan |
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| Affiliation: | (1) Dept. Of Engineering Mechanics, Shanghai Jiaotong University, Shanghai 200240, China, CN;(2) College of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China, CN |
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| Abstract: | A computing method for estimating the upper and lower bounds of the response of structures with uncertainties is presented.The uncertain parameters are described by the convex model.A numerical example of the frame structure is given to illustrate the effectiveness of this method. |
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| Keywords: | convex model structures with uncertainties upper and lower bounds of response |
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