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用《电力系统中期动态稳定分析程序》对低频减载方案进行校核及仿真计算 被引量:2
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作者 孙含笑 《华中电力》 1997年第6期68-70,共3页
采用中期动态稳定分析程序对系统低频减载方案进行校核计算及对电网发生的频率事故进行了仿真计算。
关键词 电力系统 动态稳定分析程序 低频减载 校核 仿真
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土坝坝坡稳定自动优化分析程序“TB-6-4”
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作者 贺事忠 钟志光 《广东水利水电》 1999年第2期17-18,共2页
土坝坝坡稳定分析程序“TB-6-2”在广东省已推广使用多年,为了求得坝坡最危险滑弧即最小抗滑稳定安全系数,程序采用人工输入若干个滑出点,并给定圆心点变化的矩形区域,对该区域采用网格法形成M×N个滑弧圆心点(必要时... 土坝坝坡稳定分析程序“TB-6-2”在广东省已推广使用多年,为了求得坝坡最危险滑弧即最小抗滑稳定安全系数,程序采用人工输入若干个滑出点,并给定圆心点变化的矩形区域,对该区域采用网格法形成M×N个滑弧圆心点(必要时还可对最小安全系数圆心点附近加密划分网... 展开更多
关键词 土坝 坝坡 稳定分析程序 优化法 自动搜寻
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基于双折减系数法的土坡稳定性分析 被引量:12
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作者 陈冉 刘飞 《防灾减灾工程学报》 CSCD 北大核心 2013年第S1期105-110,共6页
基于强度折减原理的土坡稳定性分析中,对土体的抗剪强度指标c、φ采用不同的折减系数进行强度折减,较传统的强度折减法更符合土坡的失稳破坏机制。为了进一步探讨双折减系数法在土坡稳定性分析中的具体应用,编制了基于FLAC-3D和双折减... 基于强度折减原理的土坡稳定性分析中,对土体的抗剪强度指标c、φ采用不同的折减系数进行强度折减,较传统的强度折减法更符合土坡的失稳破坏机制。为了进一步探讨双折减系数法在土坡稳定性分析中的具体应用,编制了基于FLAC-3D和双折减系数法的土坡稳定性分析程序,该程序可求解出能使土坡折减至极限平衡状态时的不同折减系数组合。利用该程序对2个典型土坡进行稳定性分析,并将土坡安全系数的计算结果与传统的强度折减法和简化Bishop法进行对比分析。算例分析表明:双折减系数折减法能体现出不同土体的抗剪强度衰减特性的差异;双折减系数法中SRFmin(c、φ折减系数平均值的最小值)与另外两种方法求解的土坡安全系数很接近,建议采用SRFmin作为土坡的安全系数。 展开更多
关键词 土坡稳定分析程序 双折减系数法 FLAC-3D 安全系数
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紫坪铺水利枢纽工程左岸堆积体稳定分析
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作者 杜军 胡良文 《四川水力发电》 2006年第1期61-62,67,共3页
紫坪铺水利枢纽工程左岸堆积体所处地理位置距大坝及厂房进水口很近,其稳定的可靠性对大坝及进水口的正常运行起着关键作用,左岸堆积体的稳定分析涉及的因素比较复杂,介绍了对堆积体稳定性进行的核算。
关键词 堆积体 稳定分析 边坡稳定分析程序(stab) 紫坪铺水刺枢纽
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Development of a new type of foam concrete and its application on stability analysis of large-span soft rock tunnel 被引量:6
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作者 王辉 陈卫忠 +2 位作者 谭贤君 田洪铭 曹俊杰 《Journal of Central South University》 SCIE EI CAS 2012年第11期3305-3310,共6页
The long-term stability of large-span soft rock tunnel is influenced greatly by the creep effect of surrounding rock.The development of a new type of foam concrete which has the property of high compressibility and lo... The long-term stability of large-span soft rock tunnel is influenced greatly by the creep effect of surrounding rock.The development of a new type of foam concrete which has the property of high compressibility and low ductility was introduced.And it was made as filling material of reserved deformation layer between the first lining and the second lining used in large-span soft rock tunnel.The effect of the new type of foam concrete was simulated as filling material of reserved deformation layer using numerical simulation.Through the comparison with the common large-span soft rock tunnel,the vault settlement and surrounding convergence are reduced by about 61% and 45%,respectively,after creep of 100 a.And in the second lining,the plastic zone reduces apparently and the maximum equivalent plastic strain decreases relatively.So,it can be found that the application of the new type of foam concrete as the filling material of reserved deformation layer can relieve the excessive force in second lining induced by rock creep,reduce its deformation and improve the stability of tunnel. 展开更多
关键词 foam concrete large-span soft rock tunnel stability analysis numerical simulation
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地下洞室群围岩关键块体的确定性搜索 被引量:5
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作者 王忠昶 杨庆 赵德深 《水力发电学报》 EI CSCD 北大核心 2009年第2期72-77,109,共7页
为了有效地防止建于坚硬岩体中的水电站地下厂房围岩中的块体崩塌现象,在对荒沟水电站地下厂房系统地质条件详细勘察的基础上,运用适用于分析不连续面发育的破碎岩体的块体理论,依据探硐揭露的不连续面的产状,测点坐标等工程数据,采用... 为了有效地防止建于坚硬岩体中的水电站地下厂房围岩中的块体崩塌现象,在对荒沟水电站地下厂房系统地质条件详细勘察的基础上,运用适用于分析不连续面发育的破碎岩体的块体理论,依据探硐揭露的不连续面的产状,测点坐标等工程数据,采用矢量分析法编制了洞室稳定性矢量分析程序VATS(Vector Analysis for Tunnel Stability),实现了对地下厂房系统洞室群围岩中关键块体的确定性搜索,获取了生成关键块体的不连续面的可能组合、确切位置及其稳定性参数,并以AUTOCAD程序为可视化平台,图形展示不同部位中关键块体的几何分布特征,从而为开挖及加固方案的设计提供依据。 展开更多
关键词 岩土力学 洞室稳定性矢量分析程序 关键块体理论 地下厂房系统 不连续面
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Stability Analysis of Solitary Wave Solutions for Coupled and(2+1)-Dimensional Cubic Klein-Gordon Equations and Their Applications 被引量:2
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作者 Aly R.Seadawy Dian-Chen Lu Muhammad Arshd 《Communications in Theoretical Physics》 SCIE CAS CSCD 2018年第6期676-686,共11页
The searching exact solutions in the solitary wave form of non-linear partial differential equations (PDEs) play a significant role to understand the internal mechanism of complex physical phenomena. In this paper w... The searching exact solutions in the solitary wave form of non-linear partial differential equations (PDEs) play a significant role to understand the internal mechanism of complex physical phenomena. In this paper we employ the proposed modified extended mapping method for constructing the exact solitary wave and soliton solutions of coupled Klein-Gordon equations and the (2-1-1)-dimensional cubic Klein-Gordon (K-G) equation. The Klein-Gordon equations are relativistic version of Schr6dinger equations, which describe the relation of relativistic energy-momentum in the form of quantized version. We productively achieve exact solutions involving parameters such as dark and bright solitary waves, Kink solitary wave, anti-Kink solitary wave, periodic solitary waves, and hyperbolic functions in which several solutions are novel. We plot the three-dimensional surface of some obtained solutions in this study. It is recognized that the modified mapping technique presents a more prestigious mathematical tool for acquiring analytical solutions of PDEs arise in mathematical physics. 展开更多
关键词 modified extended mapping method coupled Klein-Gordon equation cubic Klein-Gordon equation SOLITONS solitary wave solutions periodic solutions
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Numerical Analysis of Flow Instability in the Water Wall of a Supercritical CFB Boiler with Annular Furnace 被引量:4
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作者 XIE Beibei YANG Dong +2 位作者 XIE Haiyan NIE Xin LIU Wanyu 《Journal of Thermal Science》 SCIE EI CAS CSCD 2016年第4期372-379,共8页
In order to expand the study on flow instability of supercritical circulating fluidized bed(CFB) boiler,a new numerical computational model considering the heat storage of the tube wall metal was presented in this pap... In order to expand the study on flow instability of supercritical circulating fluidized bed(CFB) boiler,a new numerical computational model considering the heat storage of the tube wall metal was presented in this paper.The lumped parameter method was proposed for wall temperature calculation and the single channel model was adopted for the analysis of flow instability.Based on the time-domain method,a new numerical computational program suitable for the analysis of flow instability in the water wall of supercritical CFB boiler with annular furnace was established.To verify the code,calculation results were respectively compared with data of commercial software.According to the comparisons,the new code was proved to be reasonable and accurate for practical engineering application in analysis of flow instability.Based on the new program,the flow instability of supercritical CFB boiler with annular furnace was simulated by time-domain method.When 1.2 times heat load disturbance was applied on the loop,results showed that the inlet flow rate,outlet flow rate and wall temperature fluctuated with time eventually remained at constant values,suggesting that the hydrodynamic flow was stable.The results also showed that in the case of considering the heat storage,the flow in the water wall is easier to return to stable state than without considering heat storage. 展开更多
关键词 supercritical CFB with annular furnace heat storage flow instability wall temperature numerical analysis
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A Lattice Hydrodynamic Model for Trafc Flow Accounting for Driver Anticipation Efect of the Next-Nearest-Neighbor Site
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作者 彭光含 聂方彦 汪胜辉 《Communications in Theoretical Physics》 SCIE CAS CSCD 2013年第12期707-713,共7页
In this paper, a new lattice hydrodynamic model is proposed by incorporating the driver anticipation effect of next-nearest-neighbor site. The linear stability analysis and nonlinear analysis show that the driver anti... In this paper, a new lattice hydrodynamic model is proposed by incorporating the driver anticipation effect of next-nearest-neighbor site. The linear stability analysis and nonlinear analysis show that the driver anticipation effect of next-nearest-neighbor site can enlarge the stable area of traffic flow. The space can be divided into three regions: stab/e, metastable, and unstable. Numerical simulation further illuminates that the driver anticipation effect of the next-neaxest-neighbor site can stabilize tramc flow in our modified lattice model, which is consistent with the analytical results. 展开更多
关键词 traffic flow lattice model driver anticipation effect
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