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开放分布式计算时限模型的设计与实现 被引量:1
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作者 申利民 李峰 《计算机工程》 CAS CSCD 北大核心 2007年第19期60-62,65,共4页
将开放实时分布式系统的需求分离为功能需求、监视需求和操控需求,并将其映射为具有协同层和功能层的软件模型,利用Java消息服务和EJB技术,提出了一个实现构架,以车辆导航系统为例说明模型和构架的交互性和实时性。
关键词 开放分布式计算 时限模型 关注点分离 时控协同器 交互协同器
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电子政务系统中角色网络扩展模型研究
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作者 彭友 王延章 +1 位作者 王宁 叶鑫 《计算机应用研究》 CSCD 北大核心 2012年第2期569-571,574,共4页
从当前角色网络模型(RNM)所存在的问题入手,通过加入时限约束和解决角色间继承关系上的缺陷对角色网络模型进行改进,并进一步提出基于时限约束的角色网络模型(TRNM)。该模型在继承角色网络模型全部优势的同时,一方面解决了原有RNM中角... 从当前角色网络模型(RNM)所存在的问题入手,通过加入时限约束和解决角色间继承关系上的缺陷对角色网络模型进行改进,并进一步提出基于时限约束的角色网络模型(TRNM)。该模型在继承角色网络模型全部优势的同时,一方面解决了原有RNM中角色间继承关系上的缺陷,使高层角色可以部分继承底层角色的权限;另一方面则通过对时限约束特征的定义和分析,给出了在时限约束条件下TRNM的组成成员和形式化描述,最后具体给出了TRNM的开发方法流程。 展开更多
关键词 角色网络模型 基于时限约束的角色网络模型 信息安全 电子政务
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Time-dependent behavior comparison of long-span concrete arch bridge between prototype and model 被引量:1
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作者 WANG Yong-bao QIN Peng-ju +2 位作者 LIU Zhi-hua ZHANG Xiao MAO Min 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第5期1565-1577,共13页
Beipanjiang Bridge is a long-span concrete arch bridges with stiffened skeleton(CABSS)in China.It has a fixed end arch with the span of 445 m and the rise of 100 m.To evaluate the rationality of the construction seque... Beipanjiang Bridge is a long-span concrete arch bridges with stiffened skeleton(CABSS)in China.It has a fixed end arch with the span of 445 m and the rise of 100 m.To evaluate the rationality of the construction sequence and the time-dependent behavior of CABSS,an experimental study of a model bridge was explored.But the measured displacement and stress ratios of arch rib between prototype and model bridge did not subject to linear similarity relation when the time-dependent behavior was considered.So,the three-dimensional finite element models were established,and verified by the measured data.Then,the displacements and stresses of the prototype and model were compared with each other,when the elastic analysis or coupling of temperature and shrinkage,creep effect was considered.Furthermore,a parametric study was studied.The results showed that when the temperature,shrinkage and creep effect of concrete are considered,the finite element analysis results of prototype and model agree well with the measured results.The displacement and stress ratios of prototype and model bridge in construction and bridge completed stage do not present the geometric similarity ratio 7.5 and 1.0,respectively.They are also much influenced by concrete predicting model and variation of temperature. 展开更多
关键词 concrete arch bridge time-dependent behavior finite element model test stiffened skeleton
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Modeling of radiative properties of metallic microscale rough surface 被引量:1
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作者 王爱华 蔡九菊 《Journal of Central South University》 SCIE EI CAS 2012年第6期1482-1487,共6页
The radiative properties of a gold surface with one-dimensional Gaussian random roughness distribution were obtained with the finite-difference time-domain (FDTD) method and the recursive convolution treatment of th... The radiative properties of a gold surface with one-dimensional Gaussian random roughness distribution were obtained with the finite-difference time-domain (FDTD) method and the recursive convolution treatment of the Drude Model. The bi-directional reflection distribution function (BRDF) for both TM mode and TE mode were obtained and compared with the highly accurate experimental data from the earlier work. The incident wavelength varies from 1.152 μm to 3.392 μm and incident angle is at 300-70°, respectively. The results show that, the predicted values and experimental results are in good agreement. The highly specular peak in the BRDF is reproduced in the numerical simulations, and the increase of the TM mode BRDF is found to be attributed to the effect of a variation in the optical constant at the incident wavelength period. 展开更多
关键词 bi-directional reflection distribution function Gaussian random roughness distribution gold surface finite-differencetime-domain method
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Fluid solid coupling model based on endochronic damage for roller compacted concrete dam 被引量:4
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作者 顾冲时 魏博文 +1 位作者 徐镇凯 刘大文 《Journal of Central South University》 SCIE EI CAS 2013年第11期3247-3255,共9页
According to the characteristics of thin-layer rolling and pouting construction technology and the complicated mechanical behavior of the roller compacted concrete dam (RCCD) construction interface, a constitutive m... According to the characteristics of thin-layer rolling and pouting construction technology and the complicated mechanical behavior of the roller compacted concrete dam (RCCD) construction interface, a constitutive model of endochronic damage was established based on the endochronic theory and damage mechanics. The proposed model abandons the traditional concept of elastic-plastic yield surface and can better reflect the real behavior of rolled control concrete. Basic equations were proposed for the fluid-solid coupling analysis, and the relationships among the corresponding key physical parameters were also put forward. One three-dimensional finite element method (FEM) program was obtained by studying the FEM type of the seepage-stress coupling intersection of the RCCD. The method was applied to an actual project, and the results show that the fluid-solid interaction influences dam deformation and dam abutment stability, which is in accordance with practice. Therefore, this model provides a new method for revealing the mechanical behavior of RCCD under the coupling field. 展开更多
关键词 roller compacted concrete dam endochronic damage fluid-solid coupling analytical model
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Modeling bidirectional reflection distribution function of microscale random rough surfaces
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作者 王爱华 HSU P.F. 蔡九菊 《Journal of Central South University》 SCIE EI CAS 2010年第2期228-234,共7页
The radiative properties of three different materials surfaces with one-dimensional microscale random roughness were obtained with the finite difference time domain method(FDTD) and near-to-far-field transformation.Th... The radiative properties of three different materials surfaces with one-dimensional microscale random roughness were obtained with the finite difference time domain method(FDTD) and near-to-far-field transformation.The surface height conforms to the Gaussian probability density function distribution.Various computational modeling issues that affect the accuracy of the predicted properties were discussed.The results show that,for perfect electric conductor(PEC) surfaces,as the surface roughness increases,the magnitude of the spike reduces and eventually the spike disappears,and also as the ratio of root mean square roughness to the surface correlation distance increases,the retroreflection becomes evident.The predicted values of FDTD solutions are in good agreement with the ray tracing and integral equation solutions.The overall trend of bidirectional reflection distribution function(BRDF) of PEC surfaces and silicon surfaces is the same,but the silicon's is much less than the former's.The BRDF difference from two polarization modes for the gold surfaces is little for smaller wavelength,but it is much larger for the longer wavelength and the FDTD simulation results agree well with the measured data.In terms of PEC surfaces,as the incident angle increases,the reflectivity becomes more specular. 展开更多
关键词 bidirectional reflection distribution fimction random rough surfaces Maxwell equations finite difference time domain method
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