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On α-Bloch Functions in Several Complex Variables
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作者 ZHU Ting YANG Liu 《Chinese Quarterly Journal of Mathematics》 2025年第1期93-102,共10页
In this paper,we establish characterizations of α-Bloch functions and little α-Bloch functions on the unit ball as well as the unit polydisk of C^(m),which generalize and improve results of Aulaskari-Lappan,Minda,Au... In this paper,we establish characterizations of α-Bloch functions and little α-Bloch functions on the unit ball as well as the unit polydisk of C^(m),which generalize and improve results of Aulaskari-Lappan,Minda,Aulaskari-Wulan,and Wu.Some examples are also given to complement our theory. 展开更多
关键词 α-Bloch function Littleα-Bloch function several complex variables Partial derivative
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SOME PROPERTIES OF HOLOMORPHIC CLIFFORDIAN FUNCTIONS IN COMPLEX CLIFFORD ANALYSIS 被引量:2
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作者 库敏 杜金元 王道顺 《Acta Mathematica Scientia》 SCIE CSCD 2010年第3期747-768,共22页
In this article, we mainly develop the foundation of a new function theory of several complex variables with values in a complex Clifford algebra defined on some subdomains of C^n+l, so-called complex holomorphic Cli... In this article, we mainly develop the foundation of a new function theory of several complex variables with values in a complex Clifford algebra defined on some subdomains of C^n+l, so-called complex holomorphic Cliffordian functions. We define the complex holomorphic Cliffordian functions, study polynomial and singular solutions of the equation D△^mf= 0, obtain the integral representation formula for the complex holo-morphic Cliffordian functions with values in a complex Clifford algebra defined on some submanifolds of C^n+1, deduce the Taylor expansion and the Laurent expansion for them and prove an invariance under an action of Lie group for them. 展开更多
关键词 complex Clifford algebra holomorphic Cliffordian functions Taylor expansion Laurent exnansion INVARIANCE
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SPACES OF ANALYTIC FUNCTIONS REPRESENTED BY DIRICHLET SERIES OF TWO COMPLEX VARIABLES 被引量:1
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作者 Hazem Shaba Behnam and G. S. Srivastava (Indian Institule Technology of Roorkee, India) 《Approximation Theory and Its Applications》 2002年第3期1-14,共14页
We consider the space X of all analytic functionsof two complex variables s1 and s2, equipping it with the natural locally convex topology and using the growth parameter, the order of f as defined recently by the auth... We consider the space X of all analytic functionsof two complex variables s1 and s2, equipping it with the natural locally convex topology and using the growth parameter, the order of f as defined recently by the authors. Under this topology X becomes a Frechet space Apart from finding the characterization of continuous linear functionals, linear transformation on X, we have obtained the necessary and sufficient conditions for a double sequence in X to be a proper bases. 展开更多
关键词 SPACES OF ANALYTIC functionS REPRESENTED BY DIRICHLET SERIES OF TWO complex variables TEB MATH
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Estimates for Holomorphic Functions with Values in C\{0,1}
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作者 P. V. Dovbush 《Advances in Pure Mathematics》 2013年第6期586-589,共4页
Extension of classical Mandelbrojt’s criterion for normality to several complex variables is given. Some inequalities for holomorphic functions which omit values 0 and 1 are obtained.
关键词 complex SPACE holomorphic functionS
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Commuting of Toeplitz Operators in Several Complex Variables
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作者 卢玉峰 孙善利 《Northeastern Mathematical Journal》 CSCD 2001年第3期253-256,共4页
关键词 Toeplitz operator COMMUTANT function of several complex variables
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Stress Intensity Factor for the Interaction between a Straight Crack and a Curved Crack in Plane Elasticity 被引量:2
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作者 M.R.Aridi N.M.A.Nik Long Z.K.Eshkuvatov 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2016年第4期407-415,共9页
Formulation in terms of hypersingular integral equations for the interaction between straight and curved cracks in plane elasticity is obtained using the complex variable functions method. The curved length coordinate... Formulation in terms of hypersingular integral equations for the interaction between straight and curved cracks in plane elasticity is obtained using the complex variable functions method. The curved length coordinate method and a suitable numerical scheme are used to solve such integrals numerically for the unknown function, which are later used to find the stress intensity factor, SIF. 展开更多
关键词 hypersingular integral equation complex variable function method curved length coordinate method stress intensity factor
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THE EXTENDED JORDAN'S LEMMA AND THE RELATION BETWEEN LAPLACE TRANSFORM AND FOURIER TRANSFORM 被引量:1
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作者 魏志勇 诸永泰 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1997年第6期571-574,共4页
Jordan's lemma can be used for a wider range than the original one. The extended Jordan's lemma can be described as follows. Let f(z) be analytic in the upper half of the z plane (Imz≥0), with the exception o... Jordan's lemma can be used for a wider range than the original one. The extended Jordan's lemma can be described as follows. Let f(z) be analytic in the upper half of the z plane (Imz≥0), with the exception of a finite number of isolated singularities, and for P>o, if then where z=Rei and CR is the open semicircle in the upper half of the z plane.With the extended Jordan's lemma one can find that Laplace transform and Fourier transform are a pair of integral transforms which relate to each other. 展开更多
关键词 extended Jordan's lemma Laplace transform Fourier transform complex variable function
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Mode Stresses for the Interaction between Straight and Curved Cracks Problem in Plane Elasticity 被引量:1
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作者 M. R. Aridi N. M. A. Nik Long Z. K. Eshkuvatov 《Journal of Applied Mathematics and Physics》 2014年第5期225-234,共10页
In this paper, the complex variable function method is used to obtain the hypersingular integral equations for the interaction between straight and curved cracks problem in plane elasticity. The curved length coordina... In this paper, the complex variable function method is used to obtain the hypersingular integral equations for the interaction between straight and curved cracks problem in plane elasticity. The curved length coordinate method and suitable quadrature rule are used to solve the integrals for the unknown function, which are later used to evaluate the stress intensity factor, SIF. Three types of stress modes are presented for the numerical results. 展开更多
关键词 Hypersingular INTEGRAL EQUATION complex Variable function Method Stress INTENSITY FACTOR
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Green's function for T-stress of semi-infinite plane crack
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作者 崔元庆 杨卫 仲政 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2011年第8期973-980,共8页
Green’s function for the T-stress near a crack tip is addressed with an analytic function method for a semi-infinite crack lying in an elastical, isotropic, and infinite plate. The cracked plate is loaded by a single... Green’s function for the T-stress near a crack tip is addressed with an analytic function method for a semi-infinite crack lying in an elastical, isotropic, and infinite plate. The cracked plate is loaded by a single inclined concentrated force at an interior point. The complex potentials are obtained based on a superposition principle, which provide the solutions to the plane problems of elasticity. The regular parts of the potentials are extracted in an asymptotic analysis. Based on the regular parts, Green’s function for the T-stress is obtained in a straightforward manner. Furthermore, Green’s functions are derived for a pair of symmetrically and anti-symmetrically concentrated forces by the superimposing method. Then, Green’s function is used to predict the domain-switch-induced T-stress in a ferroelectric double cantilever beam (DCB) test. The T-stress induced by the electromechanical loading is used to judge the stable and unstable crack growth behaviors observed in the test. The prediction results generally agree with the experimental data. 展开更多
关键词 Green’s function T-STRESS complex variable function semi-infinite crack fracture mechanics
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BASIC SOLUTION FOR THE THREE-PHASE COMPOSITE CONSTITUTIVE MODEL IN ANTIPLANE PIEZOELECTRICITY
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作者 Wang, X Shen, YP 《Acta Mechanica Solida Sinica》 SCIE EI 2000年第2期134-140,共7页
A basic solution in series form for the three-phase composite cylindrical model in antiplane piezoelectricity subjected to the action of a singularity in the intermediate matrix region is presented. The solution is ob... A basic solution in series form for the three-phase composite cylindrical model in antiplane piezoelectricity subjected to the action of a singularity in the intermediate matrix region is presented. The solution is obtained through the complex potential approach in conjunction with the techniques of analytical continuation, singularity analysis, Laurent series expansion in an annular region and Cauchy integral formulae, etc. Based on the complex potentials obtained, explicit expressions for the distribution of stress and electric displacement in the three regions are also derived. 展开更多
关键词 antiplane piezoelectricity three-phase composite constitutive model complex potential vector holomorphic function
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BOUNDARY VALUE PROBLEMS OF CONJUGATE AND GENERALIZED K-HOLOMORPHIC FUNCTIONS IN C^(2)
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作者 Yanyan CUI Chaojun WANG +1 位作者 Yonghong XIE Yuying QIAO 《Acta Mathematica Scientia》 SCIE CSCD 2024年第5期1837-1852,共16页
In this paper,conjugate k-holomorphic functions and generalized k-holomorphic functions are defined in the two-dimensional complex space,and the corresponding Riemann boundary value problems and the inverse problems a... In this paper,conjugate k-holomorphic functions and generalized k-holomorphic functions are defined in the two-dimensional complex space,and the corresponding Riemann boundary value problems and the inverse problems are discussed on generalized bicylinders.By the characteristics of the corresponding functions and boundary properties of the Cauchy type singular integral operators with conjugate k-holomorphic kernels,the general solutions and special solutions of the corresponding boundary value problems are studied in a detailed fashion,and the integral expressions of the solutions are obtained. 展开更多
关键词 several complex variables k-holomorphic functions partial difference equations polyanalytic functions
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Advances in the Improved Element-Free Galerkin Methods:A Comprehensive Review
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作者 Heng Cheng YichenYang Yumin Cheng 《Computer Modeling in Engineering & Sciences》 2025年第12期2853-2894,共42页
The element-free Galerkin(EFG)method,which constructs shape functions via moving least squares(MLS)approximation,represents a fundamental and widely studied meshless method in numerical computation.Although it achieve... The element-free Galerkin(EFG)method,which constructs shape functions via moving least squares(MLS)approximation,represents a fundamental and widely studied meshless method in numerical computation.Although it achieves high computational accuracy,the shape functions are more complex than those in the conventional finite element method(FEM),resulting in great computational requirements.Therefore,improving the computational efficiency of the EFG method represents an important research direction.This paper systematically reviews significant contributions fromdomestic and international scholars in advancing the EFGmethod.Including the improved element-free Galerkin(IEFG)method,various interpolating EFG methods,four distinct complex variable EFG methods,and a series of dimension splitting meshless methods.In the numerical examples,the effectiveness and efficiency of the three methods are validated by analyzing the solutions of the IEFG method for 3D steadystate anisotropic heat conduction,3D elastoplasticity,and large deformation problems,as well as the performance of two-dimensional splitting meshless methods in solving the 3D Helmholtz equation. 展开更多
关键词 Meshless method improved element-free Galerkin method singular weight function nonsingular weight function interpolating element-free Galerkin method complex variable element-free Galerkin method dimension splitting method dimension splitting meshless method
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New Formulation for Arbitrary Cracks Problem and Its Stress Intensity Factor of Plane Elasticity 被引量:4
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作者 杨晓春 范天佑 刘士强 《Journal of Beijing Institute of Technology》 EI CAS 1999年第4期364-369,共6页
Aim The general arbitrary cracked problem in an elastic plane was discussed. Methods For the purpose of acquiring the solution of the problem, a new formulation on the problem was proposed. Compared with the classic... Aim The general arbitrary cracked problem in an elastic plane was discussed. Methods For the purpose of acquiring the solution of the problem, a new formulation on the problem was proposed. Compared with the classical plane elastic crack model, only the known conditions were revised in the new formulation, which are greatly convenient to solve the problem, and no other new condition was given. Results and Conclusion The general exact analytic solution is given here based on the formulation though the problem is very complicated. Furthermore, the stress intensity factors K Ⅰ, K Ⅱ of the problem are also given. 展开更多
关键词 complex variable function method general curve cracks Riemann Hilbert boundary value problem closed form solution stress intensity factors
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Exact analytic solutions for an elliptic hole with asymmetric collinear cracks in a one-dimensional hexagonal quasi-crystal 被引量:18
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作者 郭俊宏 刘官厅 《Chinese Physics B》 SCIE EI CAS CSCD 2008年第7期2610-2620,共11页
Using the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with asymmetric colfinear cracks in a one-dimensional hexagonal quasi-crystal is solv... Using the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with asymmetric colfinear cracks in a one-dimensional hexagonal quasi-crystal is solved, and the exact analytic solutions of the stress intensity factors (SIFs) for mode Ⅲ problem are obtained. Under the limiting conditions, the present results reduce to the Griffith crack and many new results obtained as well, such as the circular hole with asymmetric collinear cracks, the elliptic hole with a straight crack, the mode T crack, the cross crack and so on. As far as the phonon field is concerned, these results, which play an important role in many practical and theoretical applications, are shown to be in good agreement with the classical results. 展开更多
关键词 one-dimensional hexagonal quasi-crystals elliptic hole with asymmetric collinear cracks stress intensity factor complex variable function method
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Stress analytical solution for plane problem of a double-layered thick-walled cylinder subjected to a type of non-uniform distributed pressure 被引量:5
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作者 吴庆良 吕爱钟 +2 位作者 高永涛 吴顺川 张宁 《Journal of Central South University》 SCIE EI CAS 2014年第5期2074-2082,共9页
The stress state around circular openings,such as boreholes,shafts,and tunnels,is usually needed to be evaluated.Solutions for stresses,strains and ultimate bearing capacities of pressurized hollow cylinder are common... The stress state around circular openings,such as boreholes,shafts,and tunnels,is usually needed to be evaluated.Solutions for stresses,strains and ultimate bearing capacities of pressurized hollow cylinder are common cases.Stress analytical method for plane problem of a double-layered thick-walled cylinder subjected to a type of non-uniform pressure on the outer surface and uniform radial pressure on the inner surface is given.The power series method of complex function is used.The stress analytical solution is obtained with the assumption that two layers of a cylinder are fully contacted.The distributions of normal and tangential contact stress along the interface,tangential stress on the inner boundary and stresses in the radial direction at θ=0°,45° and 90°,are obtained.An example indicates that,when the elastic modulus of the inner layer of a double-layered thick-walled cylinder is smaller than that of the outer layer,the tangential stress is smaller than that in the corresponding point for a traditional cylinder composed of homogeneous materials.In that way,stress concentration at the inner surface can be alleviated and the stress distribution is more uniform.This is a capable way to enhance the elastic ultimate bearing capacity of thick-walled cylinder. 展开更多
关键词 thick-walled cylinder stress analytical solution complex variable function non-uniform distributed pressure stressconcentration combination of different elastic moduli
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Fourier Method for an Over-Determined Elliptic System with Several Complex Variables
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作者 Dao Qing DAI 《Acta Mathematica Sinica,English Series》 SCIE CSCD 2006年第1期87-94,共8页
Two boundary value problems are investigated for an over-determined elliptic system with several complex variables in polydisc. Necessary and sufficient conditions for the existence of finitely many linearly independe... Two boundary value problems are investigated for an over-determined elliptic system with several complex variables in polydisc. Necessary and sufficient conditions for the existence of finitely many linearly independent solutions and finitely many solvability conditions are derived. Moreover, the boundary value problem for any number of complex variables is treated in a unified way and the essential difference between the case of one complex variable and that of several complex variables is revealed. 展开更多
关键词 several complex variables Analytic functions Riemann problem Riemann Hilbert problem Over-determined elliptic system
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On a Problem of an Infinite Plate with a Curvilinear Hole inside the Unit Circle
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作者 F. S. Bayones B. M. Alharbi 《Applied Mathematics》 2015年第1期206-220,共15页
In this work, we used the complex variable methods to derive the Goursat functions for the first and second fundamental problem of an infinite plate with a curvilinear hole C. The hole is mapped in the domain inside a... In this work, we used the complex variable methods to derive the Goursat functions for the first and second fundamental problem of an infinite plate with a curvilinear hole C. The hole is mapped in the domain inside a unit circle by means of the rational mapping function. Many special cases are discussed and established of these functions. Also, many applications and examples are considered. The results indicate that the infinite plate with a curvilinear hole inside the unit circle is very pronounced. 展开更多
关键词 complex Variable Method AN INFINITE Plate Curvilinear HOLE CONforMAL Mapping Goursat functionS
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Fundamental Solution for Welding Problem by Two Dissimilar Isotropic Semi-Planes
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作者 Yi Xuming Ye Biquan (Department of Mathematics,Wuhan University,Wuhan 430072,China) 《Wuhan University Journal of Natural Sciences》 CAS 1996年第1期31-34,共4页
A fundamental solution was obtained for an infinite plane bonded by two dissimilar isotropic semi-planes by employing plane elastic complex variable method and theory of boundary value problems for analytic functions.... A fundamental solution was obtained for an infinite plane bonded by two dissimilar isotropic semi-planes by employing plane elastic complex variable method and theory of boundary value problems for analytic functions.Fundamental solution was prepared for solving these types of problems with boundary element method. 展开更多
关键词 complex variable method in plane elasticity boundary value problems for analytic functions fundamental solution BEM
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矩形巷道围岩应力分布及塑性区演化规律分析 被引量:2
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作者 刘洪涛 程文聪 +5 位作者 韩子俊 刘勤裕 吴双 张荣光 乔钟槿 张熙莹 《采矿与安全工程学报》 北大核心 2025年第5期998-1007,共10页
巷道围岩应力分布与塑性区范围是巷道支护参数设计时的重要参考指标,基于复变理论获得矩形巷道围岩应力解析解和塑性区隐性方程,运用控制变量法研究不同应力场下巷道围岩应力分布特征及塑性区演化规律,通过与等效圆法思想对比分析巷道... 巷道围岩应力分布与塑性区范围是巷道支护参数设计时的重要参考指标,基于复变理论获得矩形巷道围岩应力解析解和塑性区隐性方程,运用控制变量法研究不同应力场下巷道围岩应力分布特征及塑性区演化规律,通过与等效圆法思想对比分析巷道局部不规则位置对塑性区分布的影响,并借助数值模拟验证理论分析的可靠性。研究结果表明:矩形巷道周边应力分布存在显著差异,应力环境的改变会导致巷道顶底板与两帮应力呈负相关变化,垂直于巷道轴向的围岩切向应力与径向应力均呈梯度变化,且在巷道围岩浅部区域两者变化幅度较大,随着远离巷道中心距离的增加,变化幅度逐渐放缓并最终恢复至原岩应力状态;巷道围岩塑性区扩展形态的不规则性随侧压系数的减小而逐渐增强,其形态由类椭圆形向类蝶形过渡再向蝶形演化,且理论分析与数值计算得到的围岩塑性区形态具有较高吻合度;复变理论分析与等效圆法分析所得塑性区尺寸及形态存在一定偏差,其中复变理论分析所得塑性区扩展形态与数值模拟更为吻合,这是由于等效圆法在理论分析时对断面形状进行了简化,难以准确反映巷道局部不规则位置的真实应力环境,表明局部不规则位置对围岩塑性区扩展具有显著影响。 展开更多
关键词 矩形围岩应力 复变函数 蝶形破坏理论 巷道塑性区 等效圆
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考虑中导洞施工效应的双连拱隧道应力与位移复变函数解
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作者 张治国 李乃义 +2 位作者 牛瑞 王安源 朱正国 《岩土力学》 北大核心 2025年第S1期141-158,共18页
目前针对双连拱隧道施工影响的理论分析中较少考虑中导洞带来的施工效应,而含中导洞的双连拱隧道是较为常见的一种设计类型。实际施工中,中导洞先行施工,存在中导洞与左洞1、右洞2共用衬砌边界以及中隔墙的回筑工序。基于复变函数理论解... 目前针对双连拱隧道施工影响的理论分析中较少考虑中导洞带来的施工效应,而含中导洞的双连拱隧道是较为常见的一种设计类型。实际施工中,中导洞先行施工,存在中导洞与左洞1、右洞2共用衬砌边界以及中隔墙的回筑工序。基于复变函数理论解和Schwarz交替法,提出了考虑中导洞施工效应的双连拱隧道衬砌与围岩应力和变形的计算方法。针对中导洞与左右相邻洞室具有共用衬砌边界的特点,利用柯西积分法进行求解时,将各洞衬砌与围岩接触的边界积分条件转化为仅存在单洞时的完整边界积分与共用边界积分之差,与采用Schwarz交替法求解三洞相互作用过程中某一洞室开挖对邻洞产生“附加面力”的过程一致。基于苏州七子山连拱隧道工程,将解析结果与监测数据、数值模拟结果进行对比,证明了复变函数方法的可行性。此外,针对围岩泊松比、围岩弹性模量、中导洞高宽比、连拱整体对称性为关键因素,对围岩位移和衬砌临空面位移开展敏感性分析。结果表明:围岩弹性模量变化对洞1及洞2衬砌位移影响趋势一致。在相同角度下,围岩弹性模量越大,衬砌总位移越小,洞1、洞2衬砌位移均呈现“W”型,位移递增趋势拐点均位于左右拱脚处;中导洞高宽比越大,中导洞截面越趋向“高窄”型,中导洞围岩与衬砌最大主应力均出现增大趋势;当中导洞尺寸不变时,将另一洞室截面尺寸增大及减小,变为对称施工条件时,原洞室衬砌位移也出现增大及减小趋势,且共用衬砌区域增大趋势更明显。 展开更多
关键词 双连拱隧道 中导洞 SCHWARZ交替法 复变函数 应力场 位移场
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