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The Entropy-Based Hop Scheme for Influence Maximization in Dynamic Social Networks
Yu Jianyong,Liu Zekun,Liang Wei,Han Xue,Xiong Neal N. 한국컴퓨터산업협회 2023 Human-centric Computing and Information Sciences Vol.13 No.-
The influence maximization that selects the nodes to maximize the influence spread has been becoming a hot research topic. The classical algorithms based on static network are difficult to solve it in dynamic network where nodes and edges are updated all the time. In this paper, we propose a novel hop approach based on information entropy, which selects the optimal set according to the local topology information while activation probability calculated by improved hop approach in dynamic linear threshold model. This study uses the information entropy to get the unique threshold to reflect the heterogeneity of nodes. In consideration of a node that attempts to activate its neighbors in a static snapshot, the improved hop approach is used to update only the activation probabilities of nodes affected by newly added activation nodes in set of activated nodes. This paper also proves and deduces the relevant theorems and formulas in proposed method. The effectiveness of our method is demonstrated by comparing experiments with five selection algorithms on three real datasets. Through five different sets of experiments, it can be found that our method can get the best results in terms of influence spread and speed of propagation with specified budget.
Ying Zhang,Yunrun Zhang,Jianyong Dong,Xiaoxia He,Min Qiao,Hans-Otto Baral,Ke-Qin Zhang,Zefen Yu 한국미생물학회 2016 The journal of microbiology Vol.54 No.1
A new species of Orbilia related to O. luteorubella is described mainly based on morphological characters of its asexual morph and molecular data. The sexual morph does not significantly differ from O. luteorubella, whereas the asexual morph obtained from its ascospore isolate resembles members of the non-predacious genus Dactylella, because it has fusiform phragmoconidia borne singly at the apex of conidiophores. Phylogenetic analysis showed that this strain clustered with a clade that included available strains of the O. luteorubella aggregate and was distant from all analysed Dactylella species. Within this clade, the new strain fell between species with filiform conidia and those of a Pseudotripoconidium anamorph. By combining morphological and phylogenetic analyses, we conclude that our isolate belongs to a new taxon. Pleomorphism of the new taxon is described and discussed.
Experimental Study on the Pipe-Soil Interface under the Influence of Pipe Jacking Stagnation Time
Tianliang Li,Wen Zhao,Run Liu,Jianyong Han,Cheng Cheng 대한토목학회 2022 KSCE JOURNAL OF CIVIL ENGINEERING Vol.26 No.3
In the process of long-distance and large-diameter pipe jacking, thixotropic mud is generally injected into the outer surface of the pipe wall to reduce the frictional resistance between the pipe and the soil. The process of pipe jacking may be stopped due to various reasons such as pipe rupture and equipment damage. When the pipe is restarted after being stopped for a period of time, the interface mechanical properties usually change substantially, resulting in a substantial increase in frictional resistance compared to before the stop. However, the mechanical properties and shear mechanism of the pipe-soil interface after jacking is restarted have not been sufficiently investigated. In this paper, a series of gravelly sand-concrete direct shear tests are carried out, in which lubricant is injected into the interface between gravelly sand and concrete, and the effect of construction stagnation time is considered. The mechanical properties of the interface when the concrete pipe is restarted after stagnation is studied by the direct shear tests. The results show that the friction coefficient of pipe-soil interface increases with the stagnation time, which is determined by the thixotropic mud state and the content of gravelly sand involved in shear. In a short period of stagnation, the friction coefficient is determined by the cohesion caused by thixotropic mud and the friction angle produced by the gravelly sand involved in the shearing action. With the increase of stagnation time, the friction angle gradually becomes the decisive factor for the increase of friction coefficient.
Pengjiao Jia,Baofeng Jiang,Wen Zhao,Yongping Guan,Jianyong Han,Cheng Cheng 대한토목학회 2019 KSCE JOURNAL OF CIVIL ENGINEERING Vol.23 No.4
Recently, the Steel Tube Slab (STS) curtain method has been successfully used in the construction of ultra-shallow metro stations in modern urban areas. By using the STS curtain method, the external surfaces of pipes are welded with flange slabs, and then the pipes are jacked into soils. However, the nature and extent of the influence of flange slabs on the calculation of jacking force is unclear. This paper presents the first combined theoretical and case study to calculate the increase of jacking forces for circular steel pipes with welded flange slabs during the entire jacking process. The increase of jacking forces was assumed to balance the friction at the soil-pipeline interface. Theoretical formulae were firstly developed to calculate earth pressure based on pressure arch theory and elastic foundation beam theory. A case study was then performed to verify the theoretical results with the field data from Olympic Metro Station on the Shenyang Metro Line 9 in China. Subsequently, factors influencing the calculation of jacking force were analyzed and discussed. Results show that the theoretical formulae produced good results with minor errors. The implications of these findings regarding the prediction of jacking force and selection of hydraulic jack are discussed.