New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure

doi:10.1007/s10483-007-1012-2

Applied Mathematics and Mechanics (English Edition) ›› 2007, Vol. 28 ›› Issue (10): 1397-1405 .doi: https://doi.org/10.1007/s10483-007-1012-2

New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure

邹时智, 黄玉盈, 何锃, 向宇

收稿日期:2007-03-05 修回日期:2007-06-22 出版日期:2007-10-03 发布日期:2007-01-01
通讯作者: 黄玉盈

New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure

ZOU Shi-zhi, HUANG Yu-ying, HE Zeng, XIANG Yu

1. Department of Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P. R. China;
2. Department of Automotive Engineering, Guangxi University of Technology, Liuzhou 545006, P. R. China

Received:2007-03-05 Revised:2007-06-22 Online:2007-10-03 Published:2007-01-01
Contact: HUANG Yu-ying

摘要/Abstract

中图分类号:

TU311
74K25

邹时智;黄玉盈;何锃;向宇. New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure[J]. Applied Mathematics and Mechanics (English Edition), 2007, 28(10): 1397-1405 .

ZOU Shi-zhi;HUANG Yu-ying;HE Zeng;XIANG Yu. New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure[J]. Applied Mathematics and Mechanics (English Edition), 2007, 28(10): 1397-1405 .

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New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure

New matrix method for response analysis of circumferentially stiffened non-circular cylindrical shells under harmonic pressure

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