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Elastic simulation method in an irregular polar coordinate system
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作者 Yang Yu Ran Qi +3 位作者 Chen Kang Lei Cheng Zhang Yu-sheng Han Song 《Applied Geophysics》 SCIE CSCD 2022年第3期378-394,471,共18页
When simulating the propagation of seismic waves in some special structures,such as tunnels and boreholes,finite difference forward modeling in the polar system has higher accuracy than the traditional Cartesian syste... When simulating the propagation of seismic waves in some special structures,such as tunnels and boreholes,finite difference forward modeling in the polar system has higher accuracy than the traditional Cartesian system.In actual situations,the polar space is the most irregular.To solve this problem,a forward modeling method for an irregular polar coordinate system is proposed to improve the simulation accuracy.First,an irregular surface of the polar space was meshed into an irregular polar system.After the transformation,the undulating surface was mapped into a plane one,and the wavefield was then computed in an irregular polar system.The Lebedev staggered grid was used to solve the wave equations in the irregular polar system.In addition,the artificial absorption boundary,cylindrical free boundary,and circumferential boundary conditions were used to absorb the boundary reflection.We selected three polar space models to demonstrate the new method in this study.The results show that the proposed elastic simulation method in an irregular polar coordinate system can produce more accurate and stable simulation results when modeling seismic wave propagation in an irregular polar space.Elastic full waveform inversion further shows that the irregular polar system elastic simulation method can accurately simulate the wavefield in an undulating polar space. 展开更多
关键词 irregular polar system Elastic wave Lebedev staggered grid Polar coordinate system boundary conditions
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北京CBD核心区Z6地块不规则网格结构外框筒节点设计
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作者 王旭 荆芃芃 +3 位作者 靳海卿 张树风 张超 束伟农 《建筑结构》 CSCD 北大核心 2017年第18期57-62,共6页
北京CBD核心区Z6地块项目位于CBD核心区西南向,塔楼采用筒中筒结构,其中不规则网格外框筒由巨柱-巨撑-密撑组成,内筒由底部混凝土核心筒、上部钢框架核心筒组成。主要对外框筒中巨柱、巨撑、密撑相交形成的各类复杂节点进行分类,并通过... 北京CBD核心区Z6地块项目位于CBD核心区西南向,塔楼采用筒中筒结构,其中不规则网格外框筒由巨柱-巨撑-密撑组成,内筒由底部混凝土核心筒、上部钢框架核心筒组成。主要对外框筒中巨柱、巨撑、密撑相交形成的各类复杂节点进行分类,并通过设计原则、加强措施及有限元分析对节点进行设计,重点介绍了巨撑、密撑与巨柱连接节点、巨柱底部节点和巨撑下部与巨柱连接节点设计,旨在满足相应性能目标的同时使节点易于加工。 展开更多
关键词 超高层建筑 不规则网格体系 弹塑性计算 复杂节点
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