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Service Function Chain Migration in LEO Satellite Networks 被引量:1
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作者 Geng Yuhui Wang Niwei +5 位作者 Chen Xi Xu Xiaofan Zhou Changsheng Yang Junyi Xiao Zhenyu Cao Xianbin 《China Communications》 SCIE CSCD 2024年第3期247-259,共13页
With the advancements of software defined network(SDN)and network function virtualization(NFV),service function chain(SFC)placement becomes a crucial enabler for flexible resource scheduling in low earth orbit(LEO)sat... With the advancements of software defined network(SDN)and network function virtualization(NFV),service function chain(SFC)placement becomes a crucial enabler for flexible resource scheduling in low earth orbit(LEO)satellite networks.While due to the scarcity of bandwidth resources and dynamic topology of LEO satellites,the static SFC placement schemes may cause performance degradation,resource waste and even service failure.In this paper,we consider migration and establish an online migration model,especially considering the dynamic topology.Given the scarcity of bandwidth resources,the model aims to maximize the total number of accepted SFCs while incurring as little bandwidth cost of SFC transmission and migration as possible.Due to its NP-hardness,we propose a heuristic minimized dynamic SFC migration(MDSM)algorithm that only triggers the migration procedure when new SFCs are rejected.Simulation results demonstrate that MDSM achieves a performance close to the upper bound with lower complexity. 展开更多
关键词 network function virtualization(NFV) resource allocation satellite networks service function chain(SFC) SFC migration SFC placement soft-ware defined network(SDN)
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冲刷作用下水平承载单桩计算方法及承载特性 被引量:16
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作者 戴国亮 代浩 +2 位作者 杨炎华 龚维明 何泓男 《中国公路学报》 EI CAS CSCD 北大核心 2018年第8期104-112,共9页
考虑冲刷作用对桩基承载力的影响,传统设计常采用忽略最大冲刷深度以上土体效应且认为冲刷线下土体物理力学特性不变的方法,此简化方法忽略了局部冲刷坑的尺寸效应和桩周土体应力历史的变化,设计桩长冗余度较大。为了充分考虑现场实际情... 考虑冲刷作用对桩基承载力的影响,传统设计常采用忽略最大冲刷深度以上土体效应且认为冲刷线下土体物理力学特性不变的方法,此简化方法忽略了局部冲刷坑的尺寸效应和桩周土体应力历史的变化,设计桩长冗余度较大。为了充分考虑现场实际情况,在Reese的研究基础上,基于修正的p-y曲线进行砂土中单桩水平承载力的理论推导,为了验证结果正确性,随后进行了相应室内模型试验,且同时利用LPILE软件进行了模拟计算。结果表明:基于桩端点极限土抗力不变原则计算的等效冲刷深度公式可靠,相应的p-y曲线导入LPILE中计算值与试验值的误差在13%~17%,能够较好模拟现场冲刷情况;随着冲刷深度增加,单桩基础水平承载能力减弱,自由长度增大,桩身最大弯矩增大而土抗力影响深度减小,最大弯矩位置向桩端移动;修正的p-y曲线考虑冲刷坑底以上土体的有利作用,最大水平承载力计算值与试验值误差为3.6%~6.0%,桩顶最大水平位移误差为13.9%~23.5%,最大弯矩误差为2.9%~4.4%,最大弯矩点位置误差为3.3%~7.7%。最后进行冲刷深度、冲刷坡角和冲刷宽度的参数敏感性分析,结果表明三者的影响程度依次下降,试验条件下,相比无冲刷工况,冲刷深度为15cm和30cm时,桩顶位移增幅高达51%和106%。相应试验进一步证实了冲刷作用对桩基承载力的重要影响和理论计算的正确性,可为工程设计提供参考。 展开更多
关键词 桥梁工程 水平承载力 修正p-y曲线 水流冲刷 lpile软件
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BioNetSim:a Petri net-based modeling tool for simulations of biochemical processes
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作者 Junhui Gao Li Li +1 位作者 Xiaolin Wu Dong-Qing Wei 《Protein & Cell》 SCIE CSCD 2012年第3期225-229,共5页
BioNetSim,a Petri net-based software for modeling and simulating biochemistry processes,is developed,whose design and implement are presented in this pa-per,including logic construction,real-time access to KEGG(Kyoto ... BioNetSim,a Petri net-based software for modeling and simulating biochemistry processes,is developed,whose design and implement are presented in this pa-per,including logic construction,real-time access to KEGG(Kyoto Encyclopedia of Genes and Genomes),and BioModel database.Furthermore,glycolysis is simulated as an example of its application.BioNetSim is a helpful tool for researchers to download data,model biological network,and simulate complicated biochemistry processes.Gene regulatory networks,metabolic pathways,signaling pathways,and kinetics of cell interaction are all available in BioNetSim,which makes modeling more efficient and effective.Similar to other Petri net-based softwares,BioNetSim does well in graphic application and mathematic construction.Moreover,it shows several powerful predominances.(1)It creates models in database.(2)It realizes the real-time access to KEGG and BioModel and transfers data to Petri net.(3)It provides qualitative analysis,such as computation of constants.(4)It generates graphs for tracing the concentration of every molecule during the simulation processes. 展开更多
关键词 biochemical processes simulation soft-ware Petri net Gillespie
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