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具有多层地下结构的高层建筑抗震设计方法—虚结构法
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作者 李田 《土木工程学报》 EI CSCD 北大核心 1991年第2期75-81,共7页
具有多层地下结构的高层建筑抗震设计中,目前的理论分析与实际设计相差甚远。本文对此问题进行了分析研究,提出了一种理论上可行,实际设计中便于应用的虚结构法,在“外国专家公寓”结构设计中应用结果表明:虚结构法安全、简便,并能降低... 具有多层地下结构的高层建筑抗震设计中,目前的理论分析与实际设计相差甚远。本文对此问题进行了分析研究,提出了一种理论上可行,实际设计中便于应用的虚结构法,在“外国专家公寓”结构设计中应用结果表明:虚结构法安全、简便,并能降低工程造价。 展开更多
关键词 高层 建筑物 抗震 设计 虚结构法
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Survivable Virtual Network Mapping Using Optimal Backup Topology in Virtualized SDN 被引量:14
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作者 WANG Zhiming WU Jiangxing WANG Yu QI Ning LAN Julong 《China Communications》 SCIE CSCD 2014年第2期26-37,共12页
Software-Defined Network architecture offers network virtualization through a hypervisor plane to share the same physical substrate among multiple virtual networks. However, for this hypervisor plane, how to map ... Software-Defined Network architecture offers network virtualization through a hypervisor plane to share the same physical substrate among multiple virtual networks. However, for this hypervisor plane, how to map a virtual network to the physical substrate while guaranteeing the survivability in the event of failures, is extremely important. In this paper, we present an efficient virtual network mapping approach using optimal backup topology to survive a single link failure with less resource consumption. Firstly, according to whether the path splitting is supported by virtual networks, we propose the OBT-I and OBT-II algorithms respectively to generate an optimal backup topology which minimizes the total amount of bandwidth constraints. Secondly, we propose a Virtual Network Mapping algorithm with coordinated Primary and Backup Topology (VNM-PBT) to make the best of the substrate network resource. The simulation experiments show that our proposed approach can reduce the average resource consumption and execution time cost, while improving the request acceptance ratio of VNs. 展开更多
关键词 software-defined network virtualnetwork mapping SURVIVABILITY optimalbackup topology path splitting backupsharing
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Shape optimization of plate with static and dynamic constraints via virtual laminated element 被引量:1
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作者 李芳 徐兴 凌道盛 《Journal of Zhejiang University Science》 EI CSCD 2003年第2期202-206,共5页
The virtual laminated element method (VLEM) can resolve structural shap e optimization problems with a new method. According to the characteristics of V LEM , only some characterized layer thickness values need be def... The virtual laminated element method (VLEM) can resolve structural shap e optimization problems with a new method. According to the characteristics of V LEM , only some characterized layer thickness values need be defined as design v ariables instead of boundary node coordinates or some other parameters determini ng the system boundary. One of the important features of this method is that it is not necessary to regenerate the FE(finite element) grid during the optimizati on process so as to avoid optimization failures resulting from some distortion grid elements. Th e thickness distribution in thin plate optimization problems in other studies be fore is of stepped shape. However, in this paper, a continuous thickness distrib ution can be obtained after optimization using VLEM, and is more reasonable. Fur thermore, an approximate reanalysis method named ″behavior model technique″ ca n be used to reduce the amount of structural reanalysis. Some typical examples are offered to prove the effectiveness and practicality of the proposed method. 展开更多
关键词 Optimum design Virtual laminated element method(V LEM) Behavior model technique Structural reanalysis
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