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钢管混凝土框架结构抗震性能的非线性有限元分析 被引量:15
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作者 丁阳 许成祥 +1 位作者 戴学新 李忠献 《建筑结构》 CSCD 北大核心 2004年第1期7-10,共4页
基于一榀两跨 3层钢管混凝土框架的抗震性能模型试验 ,建立了基于钢管混凝土统一模量理论的钢管混凝土以及考虑钢管约束效应的核心混凝土的本构方程。分别按照钢管混凝土的统一模量理论和分离模量理论 ,采用ANSYS参数化程序设计语言 (AP... 基于一榀两跨 3层钢管混凝土框架的抗震性能模型试验 ,建立了基于钢管混凝土统一模量理论的钢管混凝土以及考虑钢管约束效应的核心混凝土的本构方程。分别按照钢管混凝土的统一模量理论和分离模量理论 ,采用ANSYS参数化程序设计语言 (APDL)编制了命令流 ,对模型框架在低周反复荷载作用下的抗震性能进行了非线性有限元分析。计算结果与模型试验结果吻合较好 ,验证了基于统一模量理论的钢管混凝土框架结构全过程分析方法的可行性 ,以及所编制的APDL命令流程序对钢管混凝土框架结构抗震计算的有效性 。 展开更多
关键词 钢管混凝土 框架结构 抗震性能 非线性 有限元分析 统一模量 分离模量
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低周反复荷载作用下钢管混凝土框架非线性有限元分析
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作者 李忠献 戴学新 +1 位作者 丁阳 许成祥 《结构工程师》 2003年第z1期121-126,共6页
本文根据本课题组所完成的一榀两跨三层钢管高强混凝土框架在低周反复荷载作用下的模型试验的结果,建立了按钢管混凝土统一理论中钢管混凝土材料的本构方程和考虑约束效应的核心混凝土的本构方程.分别基于钢管混凝土的统一模量理论和分... 本文根据本课题组所完成的一榀两跨三层钢管高强混凝土框架在低周反复荷载作用下的模型试验的结果,建立了按钢管混凝土统一理论中钢管混凝土材料的本构方程和考虑约束效应的核心混凝土的本构方程.分别基于钢管混凝土的统一模量理论和分离模量理论,采用APDL(ANSYS Parametric Design Language)参数化程序设计语言编制的命令流,对模型框架在低周反复荷载作用下的滞回性能进行了非线性有限元分析,经与模型试验结果相比较,二者吻合较好,从而验证了基于统一模量理论的钢管混凝土结构设计方法是可行的、适用的. 展开更多
关键词 钢管高强混凝土框架 非线性有限元分析 低周反复荷载 统一模量 分离模量 滞回曲线
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RANDOM SETS: A UNIFIED FRAMEWORK FOR MULTISOURCE INFORMATION FUSION 被引量:3
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作者 Xu Xiaobin Wen Chenglin 《Journal of Electronics(China)》 2009年第6期723-730,共8页
The more diverse the ways and means of information acquisition are,the more complex and various the types of information are. The qualities of available information are usually uncertain,vague,imprecise,incomplete,and... The more diverse the ways and means of information acquisition are,the more complex and various the types of information are. The qualities of available information are usually uncertain,vague,imprecise,incomplete,and so on. However,the information is modeled and fused traditionally in particular,name some of the known theories: evidential,fuzzy sets,possibilistic,rough sets or conditional events,etc. For several years,researchers have explored the unification of theories enabling the fusion of multisource information and have finally considered random set theory as a powerful mathematical tool. This paper attempts to overall review the close relationships between random set theory and other theories,and introduce recent research results which present how different types of information can be dealt with in this unified framework. Finally,some possible future directions are discussed. 展开更多
关键词 Multisource information fusion Random set theory Imperfect information
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ASYMPTOTIC LIMITS AND STABILIZATION FOR THE 1D NONLINEAR MINDLIN-TIMOSHENKO SYSTEM 被引量:2
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作者 F.D.ARARUNA P.BRAZ E SILVA E.ZUAZUA 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2010年第3期414-430,共17页
This paper shows how the so called von Karman model can be obtained as a singular limit of a modified Mindlin-Timoshenko system when the modulus of elasticity in shear κ tends to infinity, provided a regularizing ter... This paper shows how the so called von Karman model can be obtained as a singular limit of a modified Mindlin-Timoshenko system when the modulus of elasticity in shear κ tends to infinity, provided a regularizing term through a fourth order dispersive operator is added. Introducing damping mechanisms, the authors also show that the energy of solutions for this modified Mindlin-Timoshenko system decays exponentially, uniformly with respect to the parameter k. As κ→∞, the authors obtain the damped von Karman model with associated energy exponentially decaying to zero as well. 展开更多
关键词 Mindlin-Timoshenko system singular limit uniform stabilization vibrating beams von Karman system.
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