DYNAMIC ANALYSIS OF UNDERGROUND COMPOSITE STRUCTURES UNDER EXPLOSION LOADING
In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented.Adopting the analysis method of micro-se...
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Published in | Applied mathematics and mechanics Vol. 25; no. 3; pp. 272 - 278 |
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Main Author | |
Format | Journal Article |
Language | English |
Published |
Dordrecht
Springer Nature B.V
01.03.2004
The Command Institute of the Second Artillery of PLA,Wuhan 430012, P.R.China%University of Macau, C. Postal 3001, Macau, P.R.China%Luoyang Hydraulic Engineering Technology Institute,Luoyang 471023, P.R.China |
Edition | English ed. |
Subjects | |
Online Access | Get full text |
ISSN | 0253-4827 1573-2754 |
DOI | 10.1007/BF02437330 |
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Abstract | In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented.Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning,the validity of the constructed generalized functional is proved by using variation method.The rational rigidity matching relationship of composite structure section is presentedthrough example calculations. |
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AbstractList | TU311.3; In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented. Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning, the validity of the constructed generalized functional is proved by using variation method. The rational rigidity matching relationship of composite structure section is presented through example calculations. In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented.Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning,the validity of the constructed generalized functional is proved by using variation method.The rational rigidity matching relationship of composite structure section is presentedthrough example calculations. In selecting rational types of underground structures resisting explosion, in order to improve stress states of the structural section and make full use of material strength of each part of the section, the research method of composite structures is presented. Adopting the analysis method of micro-section free body, equilibrium equations, constraint equations and deformation coordination equations are given. Making use of the concept of generalized work and directly introducing Lagrange multiplier specific in physical meaning, the validity of the constructed generalized functional is proved by using variation method. The rational rigidity matching relationship of composite structure section is presented through example calculations. |
Author | 赵晓兵 薛大为 赵玉祥 |
AuthorAffiliation | LuoyangHydraulicEngineeringTechnologyInstitute,Luoyang471023,P.R.China TheCommandInstituteoftheSecondArtilleryofPLA,Wuhan430012,P.R.China UniversityofMacau,C.Postal3001,Macau,P.R.China |
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References | Chen Yu-shu (BF02437330_CR20) 2001; 22 Li Xin-ye (BF02437330_CR21) 2002; 34 P Sundararajan (BF02437330_CR22) 1995; 119 H O Wang (BF02437330_CR11) 1995; 31 W Kang (BF02437330_CR12) 1998; 36 E H Abed (BF02437330_CR14) 1995 E H Abed (BF02437330_CR10) 1994; 70 Zhao Yu-xiang (BF02437330_CR3) 1993; 14 G Chen (BF02437330_CR18) 2000; 10 G Chen (BF02437330_CR17) 1999 M Golubisky (BF02437330_CR7) 1985 Wu Xiang-yu (BF02437330_CR1) 2003; 22 BF02437330_CR15 M Basso (BF02437330_CR16) 1998; 8 A H Nayfeh (BF02437330_CR9) 1979 G Chen (BF02437330_CR13) 1998 N Bogoliubov (BF02437330_CR8) 1961 BF02437330_CR6 Chien Wei-zang (BF02437330_CR4) 1980 BF02437330_CR2 Xue Da-wei (BF02437330_CR5) 1991; 12 Chen Yu-shu (BF02437330_CR19) 1998 |
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SubjectTerms | Calculus of variations Composite structures Equilibrium equations Lagrange multiplier Mathematical analysis Underground explosions Underground structures 刚性匹配 动力学分析 地下复合建筑 混凝土结构 防水处理 |
Title | DYNAMIC ANALYSIS OF UNDERGROUND COMPOSITE STRUCTURES UNDER EXPLOSION LOADING |
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