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Convergence analysis for the Secant method based on new recurrence relations 被引量:1
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作者 BI Wei-hong REN Hong-min WU Qing-biao 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2008年第4期447-454,共8页
A new convergence theorem for the Secant method in Banach spaces based on new recurrence relations is established for approximating a solution of a nonlinear operator equation. It is assumed that the divided differenc... A new convergence theorem for the Secant method in Banach spaces based on new recurrence relations is established for approximating a solution of a nonlinear operator equation. It is assumed that the divided difference of order one of the nonlinear operator is Lipschitz continuous. The convergence conditions differ from some existing ones and are easily satisfied. The results of the paper are justified by numerical examples that cannot be handled by earlier works. 展开更多
关键词 secant method Banach space recurrence relation semilocal convergence Lipschitz continuous divided difference
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Micro-mechanical model for predicting the elasto-plastic behavior of composites based on secant formulation method 被引量:1
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作者 Junhao LIANG Xinhai HE Wenlong TIAN 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2021年第1期281-295,共15页
To predict the Elasto-Plastic Behaviors(EPBs)of aligned inclusions reinforced composites,this paper develops an interpolative Mori-Tanaka/Double-Inclusion(MT-DI)homogenization model with the secant formulation,and giv... To predict the Elasto-Plastic Behaviors(EPBs)of aligned inclusions reinforced composites,this paper develops an interpolative Mori-Tanaka/Double-Inclusion(MT-DI)homogenization model with the secant formulation,and gives the numerical implementation algorithms of the developed MT-DI model with the secant formulation.The Finite Element(FE)homogenization method is implemented to provide the "exact" EPBs of the composites and thus validate the MT-DI model with the secant formulation.The MT-DI model with the 2 nd-order secant formulation is validated to provide the more accurate predictions,while the MT-DI model with the 1 st-order secant formulation always gives the stiffer predictions.The results show that using the macro-stress and macrostrain as the inputs,the MT-DI model with the secant formulation gives the identical predictions.The predictions of the MT-DI model with the secant formulation vary between those of the MT and DI models with the secant formulation.Meanwhile,the MT-DI model with the secant formulation does not predict the accurate EPBs for the phases of the composites. 展开更多
关键词 Elasto-plastic behavior FE homogenization Mean-field homogenization MT-DI model secant formulation
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Deflection Measurement for Bridges Based on Secant Inclination 被引量:1
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作者 Yi Wu Jing Li 《Open Journal of Civil Engineering》 2021年第4期427-433,共7页
Deflection is a significant indicator of bridge’s strength and its whole stiffness, so the research on deflection measurement is an important aspect of bridge health monitoring. There have existed many measurement me... Deflection is a significant indicator of bridge’s strength and its whole stiffness, so the research on deflection measurement is an important aspect of bridge health monitoring. There have existed many measurement methods of bridge deflection so far, while inclination method is gradually catching more and more attention for its fair obviously comprehensive advantages. However, the inclination method at present focuses on measuring the rotation of bridge’s section at testing point, that is, the tangent angle of deflection curve. With the tangent angle, the deflection curve can be determined by the methods of curve fitting or (and) integration or conjugate beam. The methods mentioned above, are not only complicated in calculation, but also bad in accuracy. The deflection measurement method proposed by this paper is based on measuring the inclination of two points initiatively in horizontal line, that is, the secant angle of the deflection curve, and on the simple triangle function operation. The proposed method is simple in theory, but good in accuracy for either static or dynamic load. The numerical simulation suggests that the error of the proposed method is less than 1%. 展开更多
关键词 BRIDGE DEFLECTION INCLINATION secant MEASUREMENT
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A weak condition for secant method to solve systems of nonlinear equations
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作者 LIANG Ke-wei HAN Dan-fu +1 位作者 ZHANG Hong ZHU Cheng-yan 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2009年第1期90-96,共7页
In this paper, a new weak condition for the convergence of secant method to solve the systems of nonlinear equations is proposed. A convergence ball with the center x0 is replaced by that with xl, the first approximat... In this paper, a new weak condition for the convergence of secant method to solve the systems of nonlinear equations is proposed. A convergence ball with the center x0 is replaced by that with xl, the first approximation generated by the secant method with the initial data x-1 and x0. Under the bounded conditions of the divided difference, a convergence theorem is obtained and two examples to illustrate the weakness of convergence conditions are provided. Moreover, the secant method is applied to a system of nonlinear equations to demonstrate the viability and effectiveness of the results in the paper. 展开更多
关键词 secant method Banach space radius of convergence systems of nonlinear equations COMPLEXITY
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The convergence ball and error analysis of the two-step Secant method
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作者 LIN Rong-fei WU Qing-biao +2 位作者 CHEN Min-hong KHAN Yasir LIU Lu 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2017年第4期397-406,共10页
Under the assumption that the nonlinear operator has Lipschitz continuous divided differences for the first order,we obtain an estimate of the radius of the convergence ball for the two-step secant method.Moreover,we ... Under the assumption that the nonlinear operator has Lipschitz continuous divided differences for the first order,we obtain an estimate of the radius of the convergence ball for the two-step secant method.Moreover,we also provide an error estimate that matches the convergence order of the two-step secant method.At last,we give an application of the proposed theorem. 展开更多
关键词 two-step secant method estimate of radius convergence ball Lipschitz continuous
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HOMOCENTRIC CONVERGENCE BALL OF THE SECANT METHOD
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作者 Liang Kewei 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2007年第3期353-365,共13页
A local convergence theorem and five semi-local convergence theorems of the secant method are listed in this paper. For every convergence theorem, a convergence ball is respectively introduced, where the hypothesis co... A local convergence theorem and five semi-local convergence theorems of the secant method are listed in this paper. For every convergence theorem, a convergence ball is respectively introduced, where the hypothesis conditions of the corresponding theorem can be satisfied. Since all of these convergence balls have the same center x^*, they can be viewed as a homocentric ball. Convergence theorems are sorted by the different sizes of various radii of this homocentric ball, and the sorted sequence represents the degree of weakness on the conditions of convergence theorems. 展开更多
关键词 secant method semi-local convergence theorem local convergence theorem convergence ball homocentric ball.
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A Scaled Conjugate Gradient Method Based on New BFGS Secant Equation with Modified Nonmonotone Line Search
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作者 Tsegay Giday Woldu Haibin Zhang Yemane Hailu Fissuh 《American Journal of Computational Mathematics》 2020年第1期1-22,共22页
In this paper, we provide and analyze a new scaled conjugate gradient method and its performance, based on the modified secant equation of the Broyden-Fletcher-Goldfarb-Shanno (BFGS) method and on a new modified nonmo... In this paper, we provide and analyze a new scaled conjugate gradient method and its performance, based on the modified secant equation of the Broyden-Fletcher-Goldfarb-Shanno (BFGS) method and on a new modified nonmonotone line search technique. The method incorporates the modified BFGS secant equation in an effort to include the second order information of the objective function. The new secant equation has both gradient and function value information, and its update formula inherits the positive definiteness of Hessian approximation for general convex function. In order to improve the likelihood of finding a global optimal solution, we introduce a new modified nonmonotone line search technique. It is shown that, for nonsmooth convex problems, the proposed algorithm is globally convergent. Numerical results show that this new scaled conjugate gradient algorithm is promising and efficient for solving not only convex but also some large scale nonsmooth nonconvex problems in the sense of the Dolan-Moré performance profiles. 展开更多
关键词 Conjugate Gradient METHOD BFGS METHOD MODIFIED secant EQUATION NONMONOTONE Line Search Nonsmooth Optimization
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M-TIMES SECANT-LIKE MULTI-PROJCTION METHOD FOR SPARSE MINIMIZATION PROBLEM
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作者 林正华 宋岱才 赵立芹 《Numerical Mathematics A Journal of Chinese Universities(English Series)》 SCIE 2001年第1期26-36,共11页
In this paper, we present m time secant like multi projection algorithm for sparse unconstrained minimization problem. We prove this method are all q superlinearly convergent to the solution about m≥1 . At last, we f... In this paper, we present m time secant like multi projection algorithm for sparse unconstrained minimization problem. We prove this method are all q superlinearly convergent to the solution about m≥1 . At last, we from some numerical results, discuss how to choose the number m to determine the approximating matrix properly in practical use. 展开更多
关键词 Sparse optimization problem superlinear convergence sparse symmetric Broyden method m time secant-like multi projection method.
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CONVERGENCE PROPERTIES OF IMPROVED SECANT METHODS WITH TRUST REGION MULTIPLIER
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作者 Zhu DetongDept. of Math.,Shanghai Normal Univ.,Shanghai 2 0 0 2 34 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2000年第2期225-238,共14页
The secant methods discussed by Fontecilla (in 1988) are considerably revised through employing a trust region multiplier strategy and introducing a nondifferentiable merit function. In this paper the secant methods a... The secant methods discussed by Fontecilla (in 1988) are considerably revised through employing a trust region multiplier strategy and introducing a nondifferentiable merit function. In this paper the secant methods are also improved by adding a dogleg typed movement which allows to overcome a phenomena similar to the Maratos effect. Furthermore, these algorithms are analyzed and global convergence theorems as well as local superlinear convergence rate are proved. 展开更多
关键词 secant methods contrained optimization trust region multiplier exact merit function.
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THE RELATIONSHIP BETWEEN THE SPARSE SYMMETRIC BROYDEN METHOD AND THE M-TIME SECANT-LIKE MULTI-PROJECTION METHOD
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作者 林正华 《Numerical Mathematics A Journal of Chinese Universities(English Series)》 SCIE 2005年第4期287-295,共9页
In this paper, we discuss the relationship between the sparse symmetric Broyden (SPSB) method [1, 2] and m-time secant-like multi-projection (SMP) method [3] and prove that when m goes to infinity, the SMP method is c... In this paper, we discuss the relationship between the sparse symmetric Broyden (SPSB) method [1, 2] and m-time secant-like multi-projection (SMP) method [3] and prove that when m goes to infinity, the SMP method is corresponding to the SPSB method. 展开更多
关键词 BROYDEN方法 对称性 SPSB 计算数学 可微性 近似值
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考虑冠梁作用的咬合桩变形计算方法
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作者 叶帅华 张俊 +1 位作者 李德鹏 陶晖 《兰州理工大学学报》 北大核心 2025年第5期130-135,共6页
针对现阶段咬合桩结构变形计算研究不足的问题,在考虑冠梁作用的基础上,采用p-y曲线法建立咬合桩变形计算模型,推导出计算咬合桩结构变形的公式,并利用有限差分法对计算咬合桩结构变形公式进行求解.依托兰州某深基坑工程案例,将所提算... 针对现阶段咬合桩结构变形计算研究不足的问题,在考虑冠梁作用的基础上,采用p-y曲线法建立咬合桩变形计算模型,推导出计算咬合桩结构变形的公式,并利用有限差分法对计算咬合桩结构变形公式进行求解.依托兰州某深基坑工程案例,将所提算法计算出的结果与PLAXIS 3D有限元软件模拟出的结果进行对比分析.结果表明:在计算咬合桩的变形时,通过刚度等效原理,将咬合桩结构等效为地下连续墙结构计算是可行的;冠梁与咬合桩结构存在协同变形关系,冠梁能够控制咬合桩结构的变形;所提算法计算结果与数值模拟结果虽然趋势相同,但数值存在一定差异,这是由于计算过程中与模拟过程中咬合桩桩底的约束条件及土体的本构关系不同造成的. 展开更多
关键词 深基坑 咬合桩 变形 计算方法
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钢筋混凝土板柱中节点冲切破坏面割线倾角研究
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作者 郑文忠 曹棒 +1 位作者 郑博文 王英 《哈尔滨工业大学学报》 北大核心 2025年第5期88-99,共12页
为考察板受拉纵筋屈服的板柱节点冲切破坏情况,提出一种新的试验方案,该方案能够在板自由端施加力偶和板周边施加竖向荷载。基于所提试验方案,完成了3个冲跨比和相对受压区高度不同的板柱节点冲切试验。结果表明:3个试件达到峰值荷载时... 为考察板受拉纵筋屈服的板柱节点冲切破坏情况,提出一种新的试验方案,该方案能够在板自由端施加力偶和板周边施加竖向荷载。基于所提试验方案,完成了3个冲跨比和相对受压区高度不同的板柱节点冲切试验。结果表明:3个试件达到峰值荷载时,板受拉纵筋在柱边处均已屈服;板受拉纵筋配筋率从1.04%增加到1.25%,冲切破坏面割线倾角从46.3°降低到39.4°。基于本文和收集到的板柱节点冲切试验数据,建立考虑冲跨比、混凝土轴心抗压强度、板受拉纵筋配筋率和板有效高度影响的板柱节点冲切破坏面割线倾角计算公式。并给出考虑冲跨比、相对受压区高度和冲切破坏面割线倾角影响的板柱节点受冲切承载力计算公式。 展开更多
关键词 板柱中节点 冲切破坏面 割线倾角 冲跨比 受压区高度 受冲切承载力
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一类多项式函数实零点的性质研究
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作者 明万元 黄香蕉 李猛 《大学数学》 2025年第2期102-106,共5页
针对一类n次实系数多项式,探讨了其实根的个数与范围,证明了该类多项式的唯一正根为次数n的单调递增函数,并得到了该正根序列的极限.
关键词 多项式 实根 弦截法 抛物线法
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丰城市紫云大桥主桥深水嵌岩锁口钢管桩围堰设计与施工技术
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作者 黄峰 方华兵 张旭 《世界桥梁》 北大核心 2025年第4期35-41,共7页
江西省丰城市紫云大桥主桥为主跨180 m的双塔双索面双层自锚式悬索桥,2个主墩均采用六边形低桩承台,设计承台底嵌入基岩1.8~3.9 m。通过3种方案比选分析,2个主墩承台均采用嵌岩锁口钢管桩围堰(不封底)施工。该围堰主要由锁口钢管桩、型... 江西省丰城市紫云大桥主桥为主跨180 m的双塔双索面双层自锚式悬索桥,2个主墩均采用六边形低桩承台,设计承台底嵌入基岩1.8~3.9 m。通过3种方案比选分析,2个主墩承台均采用嵌岩锁口钢管桩围堰(不封底)施工。该围堰主要由锁口钢管桩、型钢围檩、钢管内支撑和混凝土垫层等组成,横桥向长32.04 m、顺桥向长16.91 m,设5层围檩和内支撑,钢管桩之间采用C9锁扣连接,基坑底设0.5 m厚混凝土垫层(不参与围堰受力)。围堰结构计算分析结果表明:围堰的应力、变形和稳定性均满足规范要求。围堰施工时,先通过基岩咬合钻孔形成钢管桩嵌岩槽口;然后将围檩和内支撑原位整体拼装并整体下放安装到位,插打锁口钢管桩形成围堰结构,完成刚性支撑抄垫和止水处理;最后进行围堰抽水和基坑开挖施工。对围堰施工全过程进行动态监测,结果表明:围堰结构受力稳定、安全可靠,止水效果较好。 展开更多
关键词 自锚式悬索桥 承台 嵌岩 锁口钢管桩围堰 咬合钻孔 刚性支撑 设计 施工技术
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陆上风电咬合桩筒型基础筒裙协同承载能力研究
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作者 王海军 许溁 +3 位作者 邓明基 郭耀华 刘昱辉 高建辉 《太阳能学报》 北大核心 2025年第2期539-547,共9页
基于某工程实例,在咬合桩筒型基础试验样机现场附近场地开展三桩咬合桩现场试桩试验,探究咬合桩在水平向荷载作用下的实际协同承载特性;同时,采用有限元方法,对咬合桩筒裙在咬合面弱化及完全失效情况下的基础承载能力进行了研究。结果表... 基于某工程实例,在咬合桩筒型基础试验样机现场附近场地开展三桩咬合桩现场试桩试验,探究咬合桩在水平向荷载作用下的实际协同承载特性;同时,采用有限元方法,对咬合桩筒裙在咬合面弱化及完全失效情况下的基础承载能力进行了研究。结果表明:在现场试桩试验中,咬合桩在破坏荷载的作用下,桩身仍保持较好的完整性,能整体协同运动,且至少具有4.2倍的安全系数;在保证筒裙为连续整体的前提下,咬合面的弱化对基础承载力及受力变形等方面影响较小;筒裙咬合面的失效则使得筒裙无法很好地协同承载,最终导致基础承载力显著下降。 展开更多
关键词 陆上风电 咬合桩筒型基础 协同承载能力 现场试验 有限元模拟
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A modified BFGS algorithm based on a hybrid secant equation 被引量:7
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作者 BABAIE-KAFAKI Saman 《Science China Mathematics》 SCIE 2011年第9期2019-2036,共18页
By making a convex combination of the modified secant equations proposed by Yuan and Wei et al., a hybrid secant equation and also, a modified BFGS algorithm is proposed. The hybridization parameter is effectively com... By making a convex combination of the modified secant equations proposed by Yuan and Wei et al., a hybrid secant equation and also, a modified BFGS algorithm is proposed. The hybridization parameter is effectively computed using the available information of recent iterations. Under proper conditions, it is shown that the proposed algorithm is globally, locally and superlinearly convergent. By using the performance profile introduced by Dolan and Mor6, a comparison between the implementations of the proposed algorithm and two efficient modified BFGS algorithms proposed by Yuan and Wei et al., on a set of unconstrained optimization test problems from the CUTEr collection, is done. Numerical results demonstrating the efficiency of the proposed modified BFGS algorithm are reported. 展开更多
关键词 unconstrained optimization hybrid secant equation BFGS update global convergence local andsuperlinear convergence
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A LINE SEARCH FILTER SECANT METHOD FOR NONLINEAR EQUALITY CONSTRAINED OPTIMIZATION 被引量:3
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作者 Zhujun WANG Detong ZHU 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2010年第2期343-361,共19页
This paper formulates and analyzes a line search method for general nonlinear equalityconstrained optimization based on filter methods for step acceptance and secant methods for searchdirection.The feature of the new ... This paper formulates and analyzes a line search method for general nonlinear equalityconstrained optimization based on filter methods for step acceptance and secant methods for searchdirection.The feature of the new algorithm is that the secant algorithm is used to produce a searchdirection,a backtracking line search procedure is used to generate step size,some filtered rules areused to determine step acceptance,second order correction technique is used to reduce infeasibility andovercome the Maratos effect.Global convergence properties of this method are analyzed:under mildassumptions it is showed that every limit point of the sequence of iterates generated by the algorithmis feasible,and that there exists at least one limit point that is a stationary point for the problem.Moreover,it is also established that the Maratos effect can be overcome in our new approach by addingsecond order correction steps so that fast local superlinear convergence to a second order sufficient localsolution is achieved.Finally,the results of numerical experiments are reported to show the effectivenessof the line search filter secant method. 展开更多
关键词 Filter method nonlinear programming secant algorithm second order correction.
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Probabilistic analysis of secant piles with random geometric imperfections 被引量:1
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作者 Yi YANG Dalong JIN +2 位作者 Xinggao LI Weilin SU Xuyang WANG 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2021年第3期682-695,共14页
The failure to achieve minimum design overlap between secant piles compromises the ability of a structure to perform as designed,resulting in water leakage or even ground collapse.To establish a more realistic simulat... The failure to achieve minimum design overlap between secant piles compromises the ability of a structure to perform as designed,resulting in water leakage or even ground collapse.To establish a more realistic simulation and provide guidelines for designing a safe and cost-effective secant-pile wall,a three-dimensional model of a secant pile,considering the geometric imperfections of the diameter and direction of the borehole,is introduced.An ultrasonic cross-hole test was performed during the construction of secant piles in a launching shaft in Beijing,China.Based on the test results,the statistical characteristics of the pile diameters and orientation parameters were obtained.By taking the pile diameter D,inclination angleβ,and azimuth angleαas random variables,Monte Carlo simulations were performed to discuss the influence of different design parameters on the probability density functions of the overlap of secant piles.The obtained results show that the randomness of the inclination angle and pile diameter can be well described by a normal distribution,whereas the azimuth angle is more consistent with a uniform distribution.The integrity of the secant-pile wall can be overestimated without considering the uncertainty of geometric imperfections.The failure of the secant-pile wall increases substantially with increasing spatial variability in drilling inclination and diameter.A design flowchart for pile spacing under the target safety level is proposed to help engineers design a safe and economical pile wall. 展开更多
关键词 secant piles ultrasonic cross-hole testing probabilistic analysis reliability-based design random imperfections
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饱和软黄土深基坑旋挖硬切割咬合桩施工技术 被引量:1
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作者 何彦伟 《施工技术(中英文)》 2025年第1期140-144,共5页
随着西安城市更新工程的迅速发展,位于饱和软黄土地层的深基坑项目逐渐增多,饱和软黄土具有含水率高、承载力低、压缩变形大等特点,深基坑支护施工中,基坑顶部水平变形和周边建筑物沉降难以控制,容易造成安全事故。结合具体工程案例,将... 随着西安城市更新工程的迅速发展,位于饱和软黄土地层的深基坑项目逐渐增多,饱和软黄土具有含水率高、承载力低、压缩变形大等特点,深基坑支护施工中,基坑顶部水平变形和周边建筑物沉降难以控制,容易造成安全事故。结合具体工程案例,将旋挖硬切割咬合桩施工技术应用于西安地区,并通过改变素桩混凝土配合比,降低素桩混凝土的前期强度,减少旋挖硬切割咬合桩的施工难度,具有较好的安全性、经济性和实用性。 展开更多
关键词 深基坑 支护 饱和软黄土 咬合桩 施工技术 监测
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基于高压固结试验的泥炭质土和粉土的变形研究
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作者 唐震杰 阮永芬 +3 位作者 周源海 潘继强 槐以高 李鹏辉 《工业建筑》 2025年第4期148-153,共6页
运用割线模量法计算地基沉降的方法以其独特的优点逐渐被学者熟悉,而大量研究发现运用此法进行地基沉降计算时计算结果偏小。这是因为传统割线模量法将土体侧限压缩试验中竖向应力与竖向应变的关系视为双曲线形式且忽略了参考构形,使该... 运用割线模量法计算地基沉降的方法以其独特的优点逐渐被学者熟悉,而大量研究发现运用此法进行地基沉降计算时计算结果偏小。这是因为传统割线模量法将土体侧限压缩试验中竖向应力与竖向应变的关系视为双曲线形式且忽略了参考构形,使该方法的适用范围受到了限制,计算精度受到影响。为此对昆明泥炭质土和粉土进行了大量的高压固结试验,将两种土的应力-应变曲线用各类函数进行拟合。试验结果表明:相较于双曲线模型的假设,昆明泥炭质土和粉土在侧限条件下的应力-应变曲线用Gunary模型能够得到更好的表征;基于引入修正系数γ的改进割线模量法,建立了考虑上覆荷载和埋深变化时的地基变形计算式,发现不同土体割线模量与埋深的关系差异较大,其中泥炭质土割线模量与埋深的关系符合ExpDec1表达式。 展开更多
关键词 道路工程 沉降计算 割线模量法 泥炭质土 粉土 Gunary模型
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