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HYPERSTATIC STRUCTURE MAPPING MODEL BUILDING AND OPTIMIZING DESIGN 被引量:2
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作者 XU Gening GAO Youshan +1 位作者 ZHANG Xueliang YANG Ruigang 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2007年第1期55-59,共5页
Hyperstatic structure plane model being built by structural mechanics is studied. Space model precisely reflected in real stress of the structure is built by finite element method (FEM) analysis commerce software. M... Hyperstatic structure plane model being built by structural mechanics is studied. Space model precisely reflected in real stress of the structure is built by finite element method (FEM) analysis commerce software. Mapping model of complex structure system is set up, with convenient calculation just as in plane model and comprehensive information as in space model. Plane model and space model are calculated under the same working condition. Plane model modular construction inner force is considered as input data; Space model modular construction inner force is considered as output data. Thus specimen is built on input data and output dam. Character and affiliation are extracted through training specimen, with the employment of nonlinear mapping capability of the artificial neural network. Mapping model with interpolation and extrpolation is gained, laying the foundation for optimum design. The steel structure of high-layer parking system (SSHLPS) is calculated as an instance. A three-layer back-propagation (BP) net including one hidden layer is constructed with nine input nodes and eight output nodes for a five-layer SSHLPS. The three-layer structure optimization result through the mapping model interpolation contrasts with integrity re-analysis, and seven layers structure through the mapping model extrpulation contrasts with integrity re-analysis. Any layer SSHLPS among 1-8 can be calculated with much accuracy. Amount of calculation can also be reduced if it is appfied into the same topological structure, with reduced distortion and assured precision. 展开更多
关键词 plane model - Space model Artificial neural networks Mapping model Optimum design
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Study on Support Vector Machine Based on 1-Norm
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作者 潘美芹 贺国平 +2 位作者 韩丛英 薛欣 史有群 《Journal of Donghua University(English Edition)》 EI CAS 2006年第6期148-152,共5页
The model of optimization problem for Support Vector Machine(SVM) is provided, which based on the definitions of the dual norm and the distance between a point and its projection onto a given plane. The model of impro... The model of optimization problem for Support Vector Machine(SVM) is provided, which based on the definitions of the dual norm and the distance between a point and its projection onto a given plane. The model of improved Support Vector Machine based on 1-norm(1-SVM) is provided from the optimization problem, yet it is a discrete programming. With the smoothing technique and optimality knowledge, the discrete programming is changed into a continuous programming. Experimental results show that the algorithm is easy to implement and this method can select and suppress the problem features more efficiently. Illustrative examples show that the 1-SVM deal with the linear or nonlinear classification well. 展开更多
关键词 1- SVM best separating plane feature suppression feature selection.
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建筑土方工程施工中设计标高的确定 被引量:2
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作者 鲁彦 朱岩 曲建国 《石油化工高等学校学报》 CAS 2003年第4期83-86,共4页
建筑土方工程量的大小直接影响工期和成本,施工场地设计标高是确定工程量的重要因素之一。施工场地设计平面考虑泄水的要求应是一个斜面,这个斜面在空间直角坐标系中,主要靠原点标高c、x轴向坡度i_x、y轴向坡度i_y三个要素来确定。为了... 建筑土方工程量的大小直接影响工期和成本,施工场地设计标高是确定工程量的重要因素之一。施工场地设计平面考虑泄水的要求应是一个斜面,这个斜面在空间直角坐标系中,主要靠原点标高c、x轴向坡度i_x、y轴向坡度i_y三个要素来确定。为了使总土方量最小、工期短、成本低,应力争使挖、填土方量平衡,核心是场地设计平面上各点的施工高度之和为零。因在求施工高度之和的运算中要出现正负相互抵消,反映不出挖、填方的绝对值之和是多少,故采用“最小二乘法”原理,将各点施工高度平方以后在相加,然后对施工各点高度之和公式中的c、i_x、i_y取偏导数,得出准则三元一次方程组,求出c、i_x、i_y后再求出各点的实际标高和施工高度。 展开更多
关键词 建筑工程 土方工程 标高 泄水坡度 挖填方平衡 最佳设计平面 准则方程组 工程施工
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