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THE APPLICATION OF BRANCH MODE METHOD TO THE CRITICAL SPEED ANALYSIS OF COMPOUND ROTATING SYSTEMS
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作者 俞昊旻 《Journal of China Textile University(English Edition)》 EI CAS 1990年第1期63-68,共6页
This paper is devoted to the application of branch mode method in the critical speed ana-lysis of compound rotating systems, in which the distributed inertia including gyroscopic effectand distributed elastic support ... This paper is devoted to the application of branch mode method in the critical speed ana-lysis of compound rotating systems, in which the distributed inertia including gyroscopic effectand distributed elastic support are taken into account. Finally, the method introduced in this paper is used to calculate the critical speeds of anew-type spindle on the spinning frame. The first three critical Speeds are calculated and com-pared with the values obtained from the experimental approach and other theoretical methods.The results show that they are in good agreement with each other. 展开更多
关键词 CRITICAL SPEED MODAL synthesis method EIGENVALUE EIGENFUNCTION brarch mode
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Range of applicability of real mode superposition approximation method for seismic response calculation of non-classically damped industrial buildings
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作者 Li Xiaodong Sun Hongyang +2 位作者 Ji Xiaodong Sanjukta Chakraborty Wang Lijun 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2022年第2期475-488,共14页
An industrial building is a non-classically damped system due to the different damping properties of the primary structure and equipment.The objective of this paper is to quantify the range of applicability of the rea... An industrial building is a non-classically damped system due to the different damping properties of the primary structure and equipment.The objective of this paper is to quantify the range of applicability of the real model superposition approximation method to the seismic response calculation of industrial buildings.The analysis using lumped mass-and-shear spring models indicates that for the equipment-to-structure frequency ratiosγf>1.1 orγf<0.9,the non-classical damping effect is limited,and the real mode superposition approximation method provides accurate estimates.For 0.9<γf<1.1,the system may have a pair of closely spaced frequency modes,and the non-zero off-diagonal damping terms have a non-negligible effect on the damping ratios and mode shape vectors of these modes.For 0.9<γf<1.1 and the equipment-to-structure mass ratiosγm<0.07,the real mode superposition approximation method results in large errors,while the approximation method can provide an accurate estimation for 0.9<γf<1.1 andγm>0.07.Furthermore,extensive parametric analyses are conducted,where both steel structures and reinforced concrete structures with equipment with various damping ratios are considered.Finally,the finite element analysis of a five-story industrial building is adopted to validate the proposed range of applicability. 展开更多
关键词 non-classical damping structure-equipment interaction real mode superposition approximation method complex mode superposition method seismic response calculation
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A solution strategy combining the mode superposition method and time integration methods for linear dynamic systems
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作者 Yufeng Xing Lu Yao Yi Ji 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2022年第6期167-181,I0004,共16页
In this article,the mode superposition method is combined with a time integration method like the trapezoidal rule to improve solution accuracy for linear dynamic systems.In this combination strategy,the essential thi... In this article,the mode superposition method is combined with a time integration method like the trapezoidal rule to improve solution accuracy for linear dynamic systems.In this combination strategy,the essential thing is to decompose a dynamic system into two sub-systems,a small-scale low-frequency system and a high-frequency system.The former can be analytically and efficiently solved with the mode superposition method,and the latter is dealt with through a time integration method such as the Newmark method.The summation of the responses of these two sub-systems is the responses of the original dynamic system.It is concluded that,with little sacrifice of efficiency,the combination method based on the strategy is more accurate than the combined time integration method,but it has the same accuracy order as that of the combined method.Numerical experiments validate the effectiveness of the proposed strategy. 展开更多
关键词 mode superposition method Time integration method ACCURACY COMBINATION
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Study on Decision Method of Neutral Point Grounding Mode for Medium-Voltage Distribution Network 被引量:2
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作者 Hengyong Liu Xiaofu Xiong +3 位作者 Jinxin Ouyang Xiufen Gong Yinghua Xie Jing Li 《Journal of Power and Energy Engineering》 2014年第4期656-664,共9页
The neutral grounding mode of medium-voltage distribution network decides the reliability, overvoltage, relay protection and electrical safety. Therefore, a comprehensive consideration of the reliability, safety and e... The neutral grounding mode of medium-voltage distribution network decides the reliability, overvoltage, relay protection and electrical safety. Therefore, a comprehensive consideration of the reliability, safety and economy is particularly important for the decision of neutral grounding mode. This paper proposes a new decision method of neutral point grounding mode for mediumvoltage distribution network. The objective function is constructed for the decision according the life cycle cost. The reliability of the neutral point grounding mode is taken into account through treating the outage cost as an operating cost. The safety condition of the neutral point grounding mode is preserved as the constraint condition of decision models, so the decision method can generate the most economical and reliable scheme of neutral point grounding mode within a safe limit. The example is used to verify the feasibility and effectiveness of the decision method. 展开更多
关键词 Distribution Network NEUTRAL GROUNDING mode RELIABILITY DECISION method Objective FUNCTION
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A NEW MOMENT METHOD FOR THE FAST AND ACCURATE ANALYSIS OF NORMAL MODE HELICAL ANTENNAS 被引量:2
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作者 Ji Yicai Sun Baohua Liu Qizhong (Institute of Antennas and EM Scattering, Xidian University, Xi’an 710071) 《Journal of Electronics(China)》 2001年第4期355-358,共4页
In this letter, a new moment method using helical segments is presented to model Normal Mode Helical Antenna (NMHA). Using this method, the NMHA can be modeled by a few segments. The current distributions and radiatio... In this letter, a new moment method using helical segments is presented to model Normal Mode Helical Antenna (NMHA). Using this method, the NMHA can be modeled by a few segments. The current distributions and radiation patterns of some NMHAs are calculated.A comparison is made between results obtained using this helical segment algorithm and a linear segment algorithm, and the results of the two algorithms agree fairly well. When calculating the impedance matrix [Z], all the elements of the matrix can be obtained by only calculating a few elements with the application of the symmetric and periodic characteristics of the NMHA.Therefore, the CPU time and the memory storage are significantly reduced, with the accuracy and speed enhanced. 展开更多
关键词 MOMENT method HELICAL SEGMENT NORMAL mode HELICAL ANTENNA (NMHA)
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Comparison of Three Methods in Extracting Coherent Modes from a Doppler Backscatter System
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作者 张小辉 刘阿娣 +7 位作者 周楚 胡健强 王明远 俞昌旋 刘万东 李弘 兰涛 谢锦林 《Chinese Physics Letters》 SCIE CAS CSCD 2015年第12期92-95,共4页
We compare three different methods to extract coherent modes from Doppler backscattering (DBS), which are center of gravity (COG) of the complex amplitude spectrum, spectrum of DBS phase derivative (phase derivat... We compare three different methods to extract coherent modes from Doppler backscattering (DBS), which are center of gravity (COG) of the complex amplitude spectrum, spectrum of DBS phase derivative (phase derivative method), and phase spectrum, respectively. These three methods are all feasible to extract coherent modes, for example, geodesic acoustic mode oscillation. However, there are stilI differences between dealing with high frequency modes (several hundred kHz) and low frequency modes, (several kHz) hiding in DBS signal. There is a significant amount of power at low frequencies in the phase spectrum, which can be removed by using the phase derivative method and COG. High frequency modes are clearer by using the COO and the phase derivative method than the phase spectrum. The spectrum of DBS amplitude does not show the coherent modes detected by using COG, phase derivative method and phase spectrum. When two Doppler shifted peaks exist, coherent modes and their harmonics appear in the spectrum of DBS amplitude, which are introduced by the DBS phase. 展开更多
关键词 DBS Comparison of Three methods in Extracting Coherent modes from a Doppler Backscatter System COG Figure
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MESHLESS METHOD FOR 2D MIXED-MODE CRACK PROPAGATION BASED ON VORONOI CELL 被引量:1
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作者 Lou Luliang Zeng Pan (Department of Mechanical Engineering,Tsinghua University,Beijing 100084,China) 《Acta Mechanica Solida Sinica》 SCIE EI 2003年第3期231-239,共9页
A meshless method integrated with linear elastic fracture mechanics(LEFM)is presented for 2D mixed-mode crack propagation analysis.The domain is divided automatically into sub-domains based on Voronoi cells,which are ... A meshless method integrated with linear elastic fracture mechanics(LEFM)is presented for 2D mixed-mode crack propagation analysis.The domain is divided automatically into sub-domains based on Voronoi cells,which are used for quadrature for the potential energy. The continuous crack propagation is simulated with an incremental crack-extension method which assumes a piecewise linear discretization of the unknown crack path.For each increment of the crack extension,the meshless method is applied to carry out a stress analysis of the cracked structure.The J-integral,which can be decomposed into mode Ⅰ and mode Ⅱ for mixed-mode crack,is used for the evaluation of the stress intensity factors(SIFs).The crack-propagation direction,predicted on an incremental basis, is computed by a criterion defined in terms of the SIFs. The flowchart of the proposed procedure is presented and two numerical problems are analyzed with this method.The meshless results agree well with the experimental ones,which validates the accuracy and efficiency of the method. 展开更多
关键词 meshless method crack propagation mixed-mode crack Voronoi cell
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Mode Ⅲ fracture analysis by Trefftz boundary element method
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作者 Yuhong Cui Juan Wang +1 位作者 Manicka Dhanasekar Qinghua Qin 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2007年第2期173-181,共9页
This paper presents a hybrid Trefftz (HT) boundary element method (BEM) by using two indirect techniques for mode III fracture problems. Two Trefftz complete functions of Laplace equation for normal elements and a... This paper presents a hybrid Trefftz (HT) boundary element method (BEM) by using two indirect techniques for mode III fracture problems. Two Trefftz complete functions of Laplace equation for normal elements and a special purpose Trefftz function for crack elements are proposed in deriving the Galerkin and the collocation techniques of HT BEM. Then two auxiliary functions are introduced to improve the accuracy of the displacement field near the crack tips, and stress intensity factor (SIF) is evaluated by local crack elements as well. Furthermore, numerical examples are given, including comparisons of the present results with the analytical solution and the other numerical methods, to demonstrate the efficiency for different boundary conditions and to illustrate the convergence influenced by several parameters. It shows that HT BEM by usingthe Galerkin and the collocation techniques is effective for mode III fracture problems. 展开更多
关键词 Hybrid Trefftz method. Galerkin technique .Point-collocation technique .mode III fracture
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MODE III 2-D FRACTURE ANALYSIS BY THE SCALED BOUNDARY FINITE ELEMENT METHOD
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作者 Shenshen Chen Qinghua Li +1 位作者 Yinghua Liu Zhiqing Xue 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2013年第6期619-628,共10页
The scaled boundary finite element method (SBFEM) is a novel semi-analytical technique that combines the advantages of the finite element method and the boundary element method with unique properties of its own. Thi... The scaled boundary finite element method (SBFEM) is a novel semi-analytical technique that combines the advantages of the finite element method and the boundary element method with unique properties of its own. This method has proven very efficient and accurate for determining the stress intensity factors (SIFs) for mode I and mode II two-dimensional crack problems. One main reason is that the SBFEM has a unique capacity of analytically representing the stress singularities at the crack tip. In this paper the SBFEM is developed for mode III (out of plane deformation) two-dimensional fracture anMysis. In addition, cubic B-spline functions are employed in this paper for constructing the shape functions in the circumferential direction so that higher continuity between elements is obtained. Numerical examples are presented at the end to demonstrate the simplicity and accuracy of the present approach for mode Ⅲ two-dimensional fracture analysis. 展开更多
关键词 fracture mechanics scaled boundary finite element method mode stress in- tensity factors
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Calculation of the Coupling Coefficient of Twin-Core Fiber Based on the Supermode Theory with Finite Element Method 被引量:1
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作者 Tianhao Zhao Wenhua Ren +1 位作者 Tingya Yin Fan Wang 《Optics and Photonics Journal》 2021年第8期402-411,共10页
<div style="text-align:justify;"> Currently, coupled mode theory (CMT) is widely used for calculating the coupling coefficient of twin-core fibers (TCFs) that are used in a broad range of important app... <div style="text-align:justify;"> Currently, coupled mode theory (CMT) is widely used for calculating the coupling coefficient of twin-core fibers (TCFs) that are used in a broad range of important applications. This approach is highly accurate for scenarios with weak coupling between the cores but shows significant errors in the strong coupling scenarios, necessitating the use of a more accurate method for coupling coefficient calculations. Therefore, in this work, we calculate the coupling coefficients of TCFs using the supermode theory with finite element method (FEM) that has higher accuracy than CMT, particularly for the strong coupling TCF. To investigate the origin of the differences between the results obtained by these two methods, the modal field distributions of the supermodes of TCF are simulated and analyzed in detail. </div> 展开更多
关键词 Coupling Coefficient Twin-Core Fiber Supermode Theory Finite Element method Coupled mode Theory
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Development of the Large Increment Method in Analysis for Thin and Moderately Thick Plates
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作者 贾红学 龙丹冰 刘西拉 《Journal of Shanghai Jiaotong university(Science)》 EI 2014年第3期265-273,共9页
Many displacement-based quadrilateral plate elements based on Mindlin-Reissner plate theory have been proposed to analyze the thin and moderately thick plate problems. However, numerical inaccuracies of some elements ... Many displacement-based quadrilateral plate elements based on Mindlin-Reissner plate theory have been proposed to analyze the thin and moderately thick plate problems. However, numerical inaccuracies of some elements appear since the presence of shear locking and spurious zero energy modes for thin plate problems. To overcome these shortcomings, we employ the large increment method(LIM) for the analyses of the plate bending problems, and propose a force-based 8-node quadrilateral plate(8NQP) element which is based on MindlinReissner plate theory and has no extra spurious zero energy mode. Several benchmark plate bending problems are presented to illustrate the accuracy and convergence of the plate element by comparing with the analytical solutions and displacement-based plate elements. The results show that the 8-node plate element produces fast convergence and accurate stress distributions in both the moderately thick and thin plate bending problems. The plate element is insensitive to mesh distortion and it can avoid the shear locking for thin plate analysis. 展开更多
关键词 displacement-based quadrilateral plate element Mindlin-Reissner plate theory shear locking spurious zero energy modes large increment method(LIM)
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基于MODE空间检验的CMA_GD(R1)逐时降水订正方法研究
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作者 李立 廖菲 +1 位作者 高文俊 苏冉 《广东气象》 2025年第3期17-21,共5页
针对高分辨率区域数值天气预报模式CMA_GD(R1)降水预报的时空不确定性,以2023年5月22—23日广东一次龙舟水过程为例,通过利用MODE法建立观测对象和预报对象之间的质心距离、长轴角度差、面积比、重叠面积、最小距离等客观描述物理量,形... 针对高分辨率区域数值天气预报模式CMA_GD(R1)降水预报的时空不确定性,以2023年5月22—23日广东一次龙舟水过程为例,通过利用MODE法建立观测对象和预报对象之间的质心距离、长轴角度差、面积比、重叠面积、最小距离等客观描述物理量,形成定量判断观测对象和预报对象之间的相似度方法,提出了一种基于匹配度为依据的观测与预报对象间偏差订正方法,实现对降水预报的客观订正。结果表明:(1)该次降水过程中CMA_GD(R1)模式在1~6 h的预报时效下1 h降水都以空报为主。(2)当总综合相似度MMI(O+F)评分大于0.6时,基于质心距离订正后的降水预报TS评分能提升到0.2以上,说明预报落区的空间形态越接近实况时,质心距离订正法能有效提高TS评分。 展开更多
关键词 天气学 CMA_GD(R1) mode 降水预报 订正方法
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Research on the Equivalence Between Double Differential- mode Current Injection and Radiation Test Method 被引量:1
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作者 PAN Xiaodong WEI Guanghui +2 位作者 FAN Lisi LU Xinfu YANG Zhe 《高电压技术》 EI CAS CSCD 北大核心 2013年第8期2031-2037,共7页
There are the application scope limits for single differential-mode current injection test method, so in order to carry out injection susceptibility test for two-pieces equipment interconnected with both ends of a cab... There are the application scope limits for single differential-mode current injection test method, so in order to carry out injection susceptibility test for two-pieces equipment interconnected with both ends of a cable simultaneously, a double differential-mode current in- jection test method (DDMCI) is proposed. The method adopted the equivalence source wave theorem and Baum-Liu-Tesche(BLT) equation as its theory foundation. The equivalent corresponding relation between injection voltage and radiation electric field intensity is derived, and the phase relation between the two injection voltage sources is confirmed. The results indicate that the amplitude and phase of the equivalent injection voltage source is closely related to the S parameter of directional coupling device, the transmission line length, and the source vector in BLT equation, but has nothing to do with the reflection coefficient between the two equipment pieces. Therefore, by choosing the right amplitude and phase of the double injection voltage sources, the DDMCI test is equivalent to the radiation test for two interconnected equipment of a system. 展开更多
关键词 测试方法 差模电流 辐射测试 电流注入 等价 BLT方程 相位关系 敏感性试验
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基础隔震结构抗连续倒塌机制试验研究
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作者 包超 田佳岐 +3 位作者 张宇航 马肖彤 杜永峰 杨秋宁 《工程科学与技术》 北大核心 2026年第1期181-191,共11页
隔震结构特殊的构造形式,使得现有抗震结构连续倒塌研究成果无法完全适用。为了研究基础隔震结构抗连续倒塌性能及其参数的影响规律,对3个1/3缩尺钢筋混凝土基础隔震子结构(普通橡胶隔震支座的子结构构件S1、铅芯橡胶隔震支座的子结构构... 隔震结构特殊的构造形式,使得现有抗震结构连续倒塌研究成果无法完全适用。为了研究基础隔震结构抗连续倒塌性能及其参数的影响规律,对3个1/3缩尺钢筋混凝土基础隔震子结构(普通橡胶隔震支座的子结构构件S1、铅芯橡胶隔震支座的子结构构件S2,以及带有翼缘板的基础隔震子结构构件S3)分别开展非线性静力推覆试验研究,对比分析了试件的受力状态与破坏模式。结果表明:3个试件的破坏主要发生在弯矩较大区域,即中柱附近,而边柱节点均未出现裂缝;基础隔震结构试件的侧向约束作用较弱,难以形成悬链线机制,其抗力机制主要分为梁机制和复合机制两个阶段;基础隔震结构其转角位移与水平位移使得中柱梁端形成塑性铰的子结构具备转动的变形能力,从而延缓框架梁端塑性铰的失效,提高结构的抗连续倒塌性能;楼板拉结作用可以提升基础隔震抗连续倒塌能力;隔震层水平刚度的提高对基础隔震结构的抗连续倒塌剩余能力影响不大。 展开更多
关键词 基础隔震结构 连续倒塌 倒塌抗力 pushdown分析方法 失效模式
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Reliability Sensitivity Algorithm Based on Stratified Importance Sampling Method for Multiple Failure Modes Systems 被引量:8
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作者 Zhang Feng Lu Zhenzhou +1 位作者 Cui Lijie Song Shufang 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2010年第6期660-669,共10页
Combining the advantages of the stratified sampling and the importance sampling, a stratified importance sampling method (SISM) is presented to analyze the reliability sensitivity for structure with multiple failure... Combining the advantages of the stratified sampling and the importance sampling, a stratified importance sampling method (SISM) is presented to analyze the reliability sensitivity for structure with multiple failure modes. In the presented method, the variable space is divided into several disjoint subspace by n-dimensional coordinate planes at the mean point of the random vec- tor, and the importance sampling functions in the subspaces are constructed by keeping the sampling center at the mean point and augmenting the standard deviation by a factor of 2. The sample size generated from the importance sampling function in each subspace is determined by the contribution of the subspace to the reliability sensitivity, which can be estimated by iterative simulation in the sampling process. The formulae of the reliability sensitivity estimation, the variance and the coefficient of variation are derived for the presented SISM. Comparing with the Monte Carlo method, the stratified sampling method and the importance sampling method, the presented SISM has wider applicability and higher calculation efficiency, which is demonstrated by numerical examples. Finally, the reliability sensitivity analysis of flap structure is illustrated that the SISM can be applied to engineering structure. 展开更多
关键词 multiple failure modes reliability sensitivity Monte Carlo simulation stratified sampling method importance sam-piing method stratified importance sampling method (SISM)
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不同梁柱约束下混凝土楼盖火灾后承载力试验及理论研究
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作者 王勇 王姗姗 +4 位作者 严宝峰 吁达 张亚军 张宝明 滕飞 《工程力学》 北大核心 2026年第2期71-88,共18页
为了研究梁柱约束和配筋方式等对混凝土楼盖灾后性能的影响,对4块灾后楼盖和2块常温楼盖开展力学性能试验,获得了楼盖裂缝发展、混凝土和钢筋应变、荷载-位移曲线、极限承载力和破坏模式等发展规律,并与其他文献试验结果进行对比分析。... 为了研究梁柱约束和配筋方式等对混凝土楼盖灾后性能的影响,对4块灾后楼盖和2块常温楼盖开展力学性能试验,获得了楼盖裂缝发展、混凝土和钢筋应变、荷载-位移曲线、极限承载力和破坏模式等发展规律,并与其他文献试验结果进行对比分析。基于简支椭圆方法,提出平面方程、位移比和四等分点等概念,考虑梁竖向位移、柱端约束和温度影响,建立混凝土楼盖修正屈服线荷载和极限承载力计算方法,并与相关计算方法进行对比分析。相比梁柱无竖向约束情况,增强梁柱竖向约束,可提高楼盖极限承载力约10%~30%;相比分离式配筋方式,双层双向配筋方式可减少裂缝数量,特别是板顶跨中区域,且可提高楼盖承载力约10%~20%。相比常温楼盖,灾后楼盖裂缝间距和宽度均较大,易发生局部冲切破坏。由于忽略梁板相互作用,传统屈服线理论和受拉薄膜效应方法计算结果偏于保守,而该文方法考虑梁柱约束作用和梁位移影响,计算结果较为合理。 展开更多
关键词 混凝土楼盖 梁柱约束 承载力 椭圆方法 破坏模式
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Finite Temperature Lanczos Method with the Stochastic State Selection and Its Application to Study of the Higgs Mode in the Antiferromagnet at Finite Temperature
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作者 Tomo Munehisa 《World Journal of Condensed Matter Physics》 2017年第1期11-30,共20页
We propose an improved finite temperature Lanczos method using the stochastic state selection method. In the finite temperature Lanczos method, we generate Lanczos states and calculate the eigenvalues. In addition we ... We propose an improved finite temperature Lanczos method using the stochastic state selection method. In the finite temperature Lanczos method, we generate Lanczos states and calculate the eigenvalues. In addition we have to calculate matrix elements that are the values of an operator between two Lanczos states. In the calculations of the matrix elements we have to keep the set of Lanczos states on the computer memory. Therefore the memory limits the system size in the calculations. Here we propose an application of the stochastic state selection method in order to weaken this limitation. This method is to select some parts of basis states stochastically and to abandon other basis state. Only by the selected basis states we calculate the inner product. After making the statistical average, we can obtain the correct value of the inner product. By the stochastic state selection method we can reduce the number of the basis states for calculations. As a result we can relax the limitation on the computer memory. In order to study the Higgs mode at finite temperature, we calculate the dynamical correlations of the two spin operators in the spin-1/2 Heisenberg antiferromagnet on the square lattice using the improved finite temperature Lanczos method. Our results on the lattices of up to 32 sites show that the Higgs mode exists at low temperature and it disappears gradually when the temperature becomes large. At high temperature we do not find this mode in the dynamical correlations. 展开更多
关键词 HIGGS mode Heisenberg ANTIFERROMAGNET Dynamical Correlation Finite Temperature LANCZOS method Stochastic State SELECTION method
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TMD减震结构复振型分解反应谱法
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作者 彭凌云 李龙君 +1 位作者 郑成成 韩浩天 《北京工业大学学报》 北大核心 2026年第3期268-281,共14页
为解决实振型分解反应谱法采用强迫解耦处理调谐质量阻尼器(tuned mass damper,TMD)减震结构具有非比例的阻尼矩阵及计算精度较差的问题,引入复模态理论,利用复振型在状态空间中的正交性和叠加性,并基于复完全平方组合(complex complete... 为解决实振型分解反应谱法采用强迫解耦处理调谐质量阻尼器(tuned mass damper,TMD)减震结构具有非比例的阻尼矩阵及计算精度较差的问题,引入复模态理论,利用复振型在状态空间中的正交性和叠加性,并基于复完全平方组合(complex complete quadratic combination,CCQC)法和反应谱,提出一套适用于剪切型TMD减震结构的复振型分解反应谱方法。为匹配抗震规范,基于复振型的复共轭特性以及参数矩阵与状态方程系数矩阵间的关系,推导出实数形式的标准地震作用表达。通过数值分析比较实振型和复振型2种反应谱法的误差发现,实振型误差大于10%,复振型误差在5%以内。研究表明:复振型方法考虑了非比例阻尼和振型速度的影响,比实振型方法具有更高的计算精度和稳定性。匹配规范形式的标准地震作用表达式,可使用设计反应谱,形式简单易用。 展开更多
关键词 调谐质量阻尼结构 剪切型结构 非比例阻尼 复振型分解 地震作用 复振型反应谱法
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MODE方法在降水预报检验中的应用分析 被引量:41
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作者 尤凤春 王国荣 +1 位作者 郭锐 魏东 《气象》 CSCD 北大核心 2011年第12期1498-1503,共6页
采用WRF模式MET检验包中MODE方法,对BJ-RUC降水预报产品进行客观检验。使用2008—2009年汛期北京自动站逐小时降水数据,挑选出2个及以上站3小时累计降水≥50 mm的局地强降水个例及主要降水时段,根据其环流形势及影响系统进行分型,并将... 采用WRF模式MET检验包中MODE方法,对BJ-RUC降水预报产品进行客观检验。使用2008—2009年汛期北京自动站逐小时降水数据,挑选出2个及以上站3小时累计降水≥50 mm的局地强降水个例及主要降水时段,根据其环流形势及影响系统进行分型,并将其归纳出三种型:西来槽型、低涡型、切变线型。分别针对这三种型中强降水个例的主要降水时段进行检验。在检验中使用BJ-RUC模式降水预报产品,实况数据使用与强降水时段相对应的雷达QPE降水估计产品。检验结果表明,BJ-RUC模式降水漏报比空报造成的误差更为明显,对移动较明显的西来槽型降水预报能力较差,相似度评分与TS评分没有本质区别,但它能给模式应用和模式开发人员提供更多有用信息。此项工作能为该模式应用及模式改进提供参考依据。 展开更多
关键词 mode方法 RUC降水 检验 环流形势 分型
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卫星大型柔性天线全局模态法力学特性分析
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作者 朱光楠 何贵勤 +6 位作者 李晓蕊 王俊喆 韦常柱 毛永飞 王涛 张玥 董晴 《振动工程学报》 北大核心 2026年第2期353-367,共15页
卫星天线向着大尺寸、轻量化方向发展,其惯性特性在卫星整体中占较大比例,导致姿态运动与结构振动的耦合效应突出,采用柔性结构的部件级模态进行分析会产生较大误差。为此,本文以装配有平面相控阵大型天线的卫星模型为例,提出了一种携... 卫星天线向着大尺寸、轻量化方向发展,其惯性特性在卫星整体中占较大比例,导致姿态运动与结构振动的耦合效应突出,采用柔性结构的部件级模态进行分析会产生较大误差。为此,本文以装配有平面相控阵大型天线的卫星模型为例,提出了一种携带铰接多板柔性卫星的低维、高精度结构动力学解析建模方法,并以铰链刚度为例研究系统关键参数对动力学特性的影响。研究表明,本方法可使用一组统一广义坐标对大天线卫星各个部件的刚体运动和弹性振动进行精确描述,且该方法对系统模态特性的分析可在特征正交多项式7阶截断的条件下稳定收敛,并保证频率偏差相比有限元仿真模型不超过2%;通过对铰链刚度的分析可知,系统振动频率随铰链刚度的增大而升高,并且在铰链刚度从500变化至5000 N·m/rad的过程中,系统发生模态跃迁现象。结果证明,本文方法克服了铰接多板组合结构弹性振动和板间铰链刚体转动的耦合效应,给出了多点约束下非经典边界的多板解析全局模态的一般方法,突破了现有杆梁组合结构全局模态方法的局限,为精确获取柔性卫星的固有频率和全局模态函数,发展求解大型柔性卫星的刚柔耦合全局模态一般方法提供了有效途径。 展开更多
关键词 全局模态法 平面相控阵天线 刚柔耦合 模态分析
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