DYNAMIC LOAD ANALYSIS OF UNDERGROUND STRUCTURE UNDER EFFECT OF BLAST WAVE
A semi-analytical method of solving the problem of dynamic stress concentration of arbitrary underground structure under the effect of blast waves was introduced. Using the Fourier transform theory, the shock waves （in the forms of SH-waves） can be converted into frequency bands. After employing com...
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| Published in | Applied mathematics and mechanics Vol. 27; no. 9; pp. 1281 - 1288 |
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| Main Author | |
| Format | Journal Article |
| Language | English |
| Published |
Mechanical and Engineering Institute, Beijing Institute of Technology,Beijing 100081, P. R. China%School of Science, Beijing Institute of Technology, Beijing 100081, P. R. China
01.09.2006
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| Subjects | |
| Online Access | Get full text |
| ISSN | 0253-4827 1573-2754 |
| DOI | 10.1007/s10483-006-0916-y |
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| Abstract | A semi-analytical method of solving the problem of dynamic stress concentration of arbitrary underground structure under the effect of blast waves was introduced. Using the Fourier transform theory, the shock waves （in the forms of SH-waves） can be converted into frequency bands. After employing complex functions and conformal mapping, the admittance functions of various underground structures were obtained. Then, the problem of the time domain dynamic stress response of underground structure can be easily solved through the Fourier inverse transform. At last, the results and curves of the dynamic stress for the square, triangle and horseshoe cavity were presented. |
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| AbstractList | A semi-analytical method of solving the problem of dynamic stress concentration of arbitrary underground structure under the effect of blast waves was introduced. Using the Fourier transform theory, the shock waves (in the forms of SH-waves) can be converted into frequency bands. After employing complex functions and conformal mapping, the admittance functions of various underground structures were obtained. Then, the problem of the time domain dynamic stress response of underground structure can be easily solved through the Fourier inverse transform. At last, the results and curves of the dynamic stress for the square, triangle and horseshoe cavity were presented. O3; A semi-analytical method of solving the problem of dynamic stress concentration of arbitrary underground structure under the effect of blast waves was introduced.Using the Fourier transform theory, the shock waves (in the forms of SH-waves) can be converted into frequency bands. After employing complex functions and conformal mapping, the admittance functions of various underground structures were obtained. Then,the problem of the time domain dynamic stress response of underground structure can be easily solved through the Fourier inverse transform. At last, the results and curves of the dynamic stress for the square, triangle and horseshoe cavity were presented. A semi-analytical method of solving the problem of dynamic stress concentration of arbitrary underground structure under the effect of blast waves was introduced. Using the Fourier transform theory, the shock waves （in the forms of SH-waves） can be converted into frequency bands. After employing complex functions and conformal mapping, the admittance functions of various underground structures were obtained. Then, the problem of the time domain dynamic stress response of underground structure can be easily solved through the Fourier inverse transform. At last, the results and curves of the dynamic stress for the square, triangle and horseshoe cavity were presented. |
| Author | 任云燕 张莉 韩峰 |
| AuthorAffiliation | Mechanical and Engineering Institute, Beijing Institute of Technology, Beijing 100081, P. R. China School of Science, Beijing Institute of Technology, Beijing 100081, P. R. China |
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| Keywords | dynamic stress underground structure blast wave FFT transform |
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| Notes | dynamic stress O322 dynamic stress; blast wave; FFT transform; underground structure blast wave underground structure 31-1650/O1 FFT transform ObjectType-Article-2 SourceType-Scholarly Journals-1 ObjectType-Feature-1 content type line 23 |
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| References | Y. Li (916_CR6) 1992 Guifang. Wang (916_CR5) 1992 Lüxian. Hu (916_CR7) 2006 T. N. Cawen (916_CR4) 1958 Shawwen. Liu (916_CR1) 1997; 34 Feng. Han (916_CR3) 1991 D. Liu (916_CR2) 1982; 4 |
| References_xml | – volume: 4 start-page: 293 issue: 4 year: 1982 ident: 916_CR2 publication-title: Wave Motion doi: 10.1016/0165-2125(82)90025-7 – start-page: 49 volume-title: Application of the Method of Complex Functions to Scattering of Elastic Waves and Dynamic Stress Concentration[D] year: 1991 ident: 916_CR3 – start-page: 129 volume-title: Earthquake Engineering[M] year: 2006 ident: 916_CR7 – start-page: 150 volume-title: Stress Concentration by Cavity[M] year: 1958 ident: 916_CR4 – volume: 34 start-page: 4019 issue: 30 year: 1997 ident: 916_CR1 publication-title: Internat J Solids and Structures doi: 10.1016/S0020-7683(96)00234-X – start-page: 258 volume-title: Explosion Mechanics[M] year: 1992 ident: 916_CR6 – start-page: 20 volume-title: The Calculation of Tunnel[M] year: 1992 ident: 916_CR5 |
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| SubjectTerms | Admittance Conformal mapping Dynamics FFT转换 Fourier transforms Mathematical analysis Shock waves Stresses Underground structures 准解析法 动态应力 爆振波 秘密结构 |
| Title | DYNAMIC LOAD ANALYSIS OF UNDERGROUND STRUCTURE UNDER EFFECT OF BLAST WAVE |
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