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λ-PDF AND GEGENBAUER POLYNOMIAL APPROXIMATION FOR DYNAMIC RESPONSE PROBLEMS OF RANDOM STRUCTURES

A-PDF AND GEGENBAUER POLYNOMIAL APPROXIMATION FOR DYNAMIC RESPONSE PROBLEMS OF RANDOM STRUCTURES

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【作者】 方同冷小磊马晓平孟光

【Author】 FANG Tong LENG Xiaolei MA Xiaoping MENG Guang(Dept.of Mechanics,Northwestern Polytechnical University,Xi’an 710072,China)(Institute of UA V,Northwestern Polytechnical University,Xi’an 710072,China)(College of Mechanical and Power Energy Eng.,Shanghai Jiaotong Univ.,Shanghai 200030,China)

【机构】 Dept.of Mechanics,Northwestern Polytechnical University,Xi’an 710072,ChinaDept.of Mechanics,Northwestern Polytechnical University,Xi’an 710072,China College of Mechanical and Power Energy Eng.,Shanghai Jiaotong Univ.,Shanghai 200030,ChinaInstitute of UAV,Northwestern Polytechnical University,Xi’an 710072,ChinaCollege of Mechanical and Power Energy Eng.,Shanghai Jiaotong Univ.,Shanghai 200030,China

【摘要】 <正> A bounded,mono-peak,and symmetrically distributed probability density function,called λ-PDF,together with the Gegenbauer polynomial approximation,is used in dynamic responseproblems of random structures.The λ-PDF can reasonably model a variety of random parameters inengineering random structures.The Gegenbauer polynomial approximation can be viewed as a newextension of the weighted residual method into the random space.Both of them can be easily usedby scientists and engineers,and applied to a variety of response problems of random structures.Thenumerical example shows the effectiveness of the proposed method to study dynamic phenomena inrandom structures.

【Abstract】 A bounded,mono-peak,and symmetrically distributed probability density function, called λ-PDF,together with the Gegenbauer polynomial approximation,is used in dynamic response problems of random structures.The λ-PDF can reasonably model a variety of random parameters in engineering random structures.The Gegenbauer polynomial approximation can be viewed as a new extension of the weighted residual method into the random space.Both of them can be easily used by scientists and engineers,and applied to a variety of response problems of random structures.The numerical example shows the effectiveness of the proposed method to study dynamic phenomena in random structures.

【基金】 The project supported by the National Natural Science Foundation of China (10332030)
  • 【文献出处】 Acta Mechanica Sinica ,力学学报(英文版) , 编辑部邮箱 ,2004年03期
  • 【分类号】O302
  • 【被引频次】15
  • 【下载频次】64
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