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山地城市地质灾害发育特征及危险性评价 被引量:1
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作者 程凤君 杨春飞 颜英 《勘察科学技术》 2010年第6期32-37,共6页
以吉林省山地城市通化市为例,以区内地形地貌、岩土体类型等环境地质特征的研究为基础,分析地质灾害的发育特征、分布规律及形成条件。采用单元网格划分法进行易发性、易损性分区,对地质灾害的危险性及造成的经济损失进行评价,并提出地... 以吉林省山地城市通化市为例,以区内地形地貌、岩土体类型等环境地质特征的研究为基础,分析地质灾害的发育特征、分布规律及形成条件。采用单元网格划分法进行易发性、易损性分区,对地质灾害的危险性及造成的经济损失进行评价,并提出地质灾害防治对策,为山地城市的规划建设及地质灾害防治提供了参考,对保护环境可持续发展有着重要的意义。 展开更多
关键词 地质灾害 单元网格划分法 经济损失
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A partition-of-unity based three-node triangular element with continuous nodal stress using radial-polynomial basis functions
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作者 YANG YongTao ZHENG Hong XU DongDong 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2017年第10期1518-1536,共19页
A partition-of-unity (PU) based "FE-Meshfree" three-node triangular element (Trig3-RPIM) was recently developed for linear elastic problems. This Trig3-RPIM element employs hybrid shape functions that combine th... A partition-of-unity (PU) based "FE-Meshfree" three-node triangular element (Trig3-RPIM) was recently developed for linear elastic problems. This Trig3-RPIM element employs hybrid shape functions that combine the shape functions of three-node triangular element (Trig3) and radial-polynomial basis functions for the purpose of synergizing the merits of both finite element method and meshfree method. Although Trig3-RPIM element is capable of obtaining higher accuracy and convergence rate than the Trig3 element and four-node iso-parametric quadrilateral element without adding extra nodes or degrees of freedom (DOFs), the nodal stress field through Trig3-RP1M element is not continuous and extra stress smooth operations are still needed in the post processing stage. To further improve the property of Trig3-RPIM element, a new PU-based triangular element with continuous nodal stress, called Trig3-RPIMcns, is developed. Numerical examples including several linear, free vibration and forced vibration test problems, have confirmed the correctness and feasibility of the proposed Trig3-RPIMcns element. 展开更多
关键词 partition of unity FE-Meshfree element Trig3-RPlMcns mesh distortion radial-polynomial basis functions
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