중국 흑룡강성 조선족 생활문화의 지속과 변동 : 의례와 축제를 중심으로 Focusing on rites and festivals

강위원,김시덕,안화춘 한국사진학회 2005 AURA Vol.0 No.12

Farmers and patriots became impoverished by natural disasters and a decline of governmental power at the end of Joseon dynasty, when they were forced to migrate to China for the purpose of either their living or national independence movement. With their descendants, and then, they continued to reside in China even after national independence. They are just called the Joseon tribe in China. In fact, they were subjected to a lot of oppression and exploitation in starting to reside in China, a foreign area. Their living culture is based on the originality of Korean tribe, and they adapted themselves to a variety of new political, cultural and social environments, as well as to local climate and life style. While contacting a different kind of tribes, they also acquired their own knowledge of life. Therefore, their living culture is a version of Korean tribe' s culture. With the recent trend of industrialization with so-called "Korean Dream," their living culture is changing radically and even disappearing gradually. Once a minority race' s culture or life style disappears in the Chinese people-centered society, it can never be recovered. Therefore, it is a very urgent matter to photograph and keep a record of their current culture. It is also our duty to guide the change of their living culture in such a manner that their racial characteristics can be retained in China where a Korean boon is now on.

Grouting to Prevent Sulfate Corrosion on Coal Mine Shaft

Gang-Gang Xu,Shuan-Cheng Gu,Xiao-Dong Wang,Hai Wang,Shi-Bin Zhu 대한토목학회 2021 KSCE JOURNAL OF CIVIL ENGINEERING Vol.25 No.11

In the area of high sulfate concentration in China, the problem of sulfate corrosion in coal mine shaft is increasingly prominent. Currently, shaft repair methods are limited to diversion, interception, and backwall grouting. However, after conventional cement stabilization, shafts still must contend with poor durability and weak resistance to sulfate corrosion. To solve these problems, this study combined theoretical research, laboratory tests, and field tests to reveal the corrosion mechanism of shafts, explored novel anti-sulfate corrosion grout, and built a model for the migration of sulfate ions (SO42−) in strata and shafts. According to the results of this study, shaft corrosion was a process of continuous penetration towards the concrete interior following a cycle of concrete compaction, expansion, and cracking. Laboratory tests show that the specimens of ordinary Portland cement mortar with 20 – 30% fly ash not only have good long-term strength, but also have a significantly improved resistance capacity to sulfate solution. Based on the laboratory test results, the HSR42.5 mixed with 20% fly ash was used for wall grouting, and the water-cement ratio of the slurry was 1:1. After wall grouting, the water inflow was effectively controlled in the grouting area in the main shaft, auxiliary shaft, and air shaft, reducing from 18.5 m3/h, 20.9 m3/h, and 10.0 m3/h to 3.5 m3/h, 4.6 m3/h, and 3.2 m3/h, respectively. Moreover, after nearly three years of continuous monitoring, the water inflow did not show any significant increase in the shafts. Based on the migration law of SO42− in concrete, a shaft geological model and a salt solution migration model after grouting reinforcement under sulfate corrosion conditions were constructed. In addition, the analysis of the migration law of sulfate ion in the shaft and grouting reinforcement formation revealed that the service period of the grouting shaft can be extended for approximately 6 – 8 years.

Recent Research Advances of High Strength Steel Structures and Codification of Design Specification in China

Gang Shi,Fangxin Hu,Yong-Jiu Shi 한국강구조학회 2014 International Journal of Steel Structures Vol.14 No.4

High strength steel (HSS) with the nominal yield strength fy≥460 MPa has been applied in numerous modern building andbridge structures all over the world. Steel structures using high strength steel have obvious advantages in structural,architectural, economical, environment protection and energy saving aspects. After a brief introduction of early studies, recentresearch advances of high strength steel structures in Tsinghua University in China are comprehensively reviewed. Systematicinvestigations have been carried out on static- and cyclic-loading behavior of high strength steels and their welded connections,residual stress of high strength steel hot-rolled and welded sections, overall and local buckling behavior of high strength steelcolumns under axial compression, seismic behavior of high strength steel columns under combined bending and compression,bearing and slip resistance of bolted connections with high strength steel slices. The research results show that mechanicalbehavior of high strength steel structures has been improved much compared with ordinary strength steel structures, so thedesign methods in current design codes or specifications need be updated to be applicable to high strength steel structures. Therefore, as the chief-editor institute, Tsinghua University has organized 34 institutes including universities, design andresearch institutes, steel structure fabricators, and steel manufacturers, to codify a new code, i.e. Design Specification of HighStrength Steel Structures in China. Based on the above research results, new design methods and calculation formulaeapplicable to high strength steel structures are incorporated into this design specification. The outline of this specification isdiscussed in detail in this paper.

Experimental Investigation and Modeling on Residual Stress of Welded Steel Circular Tubes

Gang Shi,Xue Jiang,Wenjing Zhou,Tak-Ming Chan,Yong Zhang 한국강구조학회 2013 International Journal of Steel Structures Vol.13 No.3

To investigate the residual stress of welded steel circular tubes, an experimental program including 9 different sectional dimensions and different steel strength specimens were described in which sectioning method was employed. Based on large quantities of original test data, the residual stress distribution and the magnitudes of these different specimens were obtained,and the effects of the diameter to thickness ratio, the steel strength and hot galvanizing process as well as welding types were analysed. It was found that the residual stress distribution of high strength steel welded tubes was flatter than the ones of ordinary steel tubes, and galvanizing process decreased the maximum residual tensile stress. Finally, the residual stress distribution model for steel welded circular tube sections was proposed which showed good agreement with the test results. Meanwhile, the finite element verification was carried out which provided reference for the future FEA of column buckling of high strength steel circular tubes. The research results provide foundation for the future study on the column buckling of welded steel circular tubes.

Research of the Interconnection of Workflow System Based on Web Service

Gang Yuan,Rui-zhi Sun,Yong Xiang,Yin-xue Shi 보안공학연구지원센터 2015 International Journal of Multimedia and Ubiquitous Vol.10 No.2

In order to achieve the interconnection between different workflow management systems, it was proposed that all the distributed workflow systems would be encapsulated as web services to perform the entire business process collaboratively by the way of processes’ composition in this paper. By analyzing the comparison between the composition of processes and ordinary Web service, we studied interactive control, the parameters required to be passed through the distributed workflow systems, the workflow system service’s interfaces and its packaging. Furthermore we put forward a general method of the workflow systems interactive interfaces’ extension and the way of the workflow service’s encapsulating and invoking. By this approach, it can easily combine the processes or process fragments which deployed on different workflow systems without other agents and components. It also provides support for the interconnection of the workflow systems in distributed environment, and ultimately achieves a coordinated operation between different workflow engines.

1,8-Naphthyridine Modified Naphthalimide Derivative: Ratiometric and Selective Sensor for Hg²⁺ in Organic Aqueous Solution

Shi, Yong Gang,Duan, Yu Lian,Chen, Jian Hua,Wu, Xiang Hua,Zhou, Ying,Zhang, Jun Feng Korean Chemical Society 2013 Bulletin of the Korean Chemical Society Vol.34 No.1

A bottom-modified (4-position) naphthalimide derivative 1 with 1,8-naphthyridine as binding site has been designed and synthesized. Compound 1 is the first 1,8-naphthyridine-modified naphthalimide-based sensor that can detect $Hg^{2+}$ selectively with respect to ratiometric fluorescent change and blue shift in organic aqueous solution. The Job's plot and FAB mass indicate that 1 formed a 1:1 complex with $Hg^{2+}$. A top-modified naphthalimide derivative 2 with 1,8-naphthyridin as binding site has also been synthesized for comparison.

A Security Localization Algorithm Based on DV‑Hop Against Sybil Attack in Wireless Sensor Networks

Shi Dong,Xin‑gang Zhang,Wen‑gang Zhou 대한전기학회 2020 Journal of Electrical Engineering & Technology Vol.15 No.2

Localization technology is crucial in wireless sensor networks (WSN) by forming the basis of various WSN applications. With the advancements of WSN, WSN attacks for node localization have increasingly become an important security issue. The Sybil attack is an example of such attacks where a reputation system is subverted by creating multiple pseudonymous identities. In this paper, a detection and defense algorithm against Sybil attacks based on the distance vector-hop (DV-Hop) method is presented. Experimental results show that the algorithm can efectively improve the security of the node localization in WSN. When the number of beacon nodes is 50, our proposed algorithm reduces the average localization error by 3% than the traditional DV-Hop.

Synthesis and characterization of polypyrrole doped by cage silsesquioxane with carboxyl groups

Gang Shi,Youxin Che,Luyan Wu,Yao Rong,Caihua Ni 한국화학공학회 2017 Korean Journal of Chemical Engineering Vol.34 No.2

Cage silsesquioxane with carboxyl groups (POSS-COOH) was successfully synthesized, after which it was added to polypyrrole (PPy) as a dopant to produce the doped PPy (PPy/POSS-COOH) solution. The PPy/POSSCOOH composites were characterized by FTIR (Fourier transformation infrared spectroscopy), SEM (Scanning electron microscopy), TGA (Thermo-gravimetric analysis), CV (Cyclic voltammetry) and RL (Reflection loss). Compared to PPy without POSS-COOH (un-PPy), the conductivity of PPy/POSS-COOH composites could be improved dramatically, reaching up to 0.850 S/cm at 25 oC. Under N2 atmosphere, the residual rate of PPy/POSS-COOH was 68% at 700 oC, 14% higher than the one of un-PPy. Meanwhile, PPy/POSS-COOH had a reflection loss below −8 dB over 9.35 to 11.20GHz, with a minimum value of −10.32 dB at 10.54 GHz, thus demonstrating higher microwave absorption than un-PPy. This method may provide a facile route to produce doped conducting polymers with POSS-COOH.

Relative Entropy Model of Uncertain Random Shortest Path

Gang SHI,Yuhong SHENG,Qing CUI 국제이네비해양경제학회 2015 International Journal of e-Navigation and Maritime Vol.2 No.1

The shortest path problem is one of network optimization problems. This paper considers a shortest path problem under the situation where lengths of arcs in a network include both uncertainty and randomness, and focuses on the case that the lengths of arcs are expressed by uncertain random variables. This paper presents a new type of model: relative entropy model of shortest path. By the definition of relative entropy of the uncertain random variables, relative entropy model of shortest path problem is proposed to find the shortest path which fully reflects uncertain and random information. This model is formulated to find a shortest path whose chance distribution minimizes the difference from the ideal one. A numerical example is given to illustrate the model’s effectiveness.

Local Buckling of Steel Equal Angle Members with Normal and High Strengths

Gang Shi,Wenjing Zhou,Yu Bai,Zhao Liu 한국강구조학회 2014 International Journal of Steel Structures Vol.14 No.3

Steel angle sections have been widely accepted with the development of steel structures, and such members made by highstrength steel (HSS) sections are also increasingly used in buildings and bridges, and especially in transmission towers and longspan trusses. Compared to normal strength steels, HSS exhibits different mechanical properties, which can cause different localbuckling behavior. A finite element analysis (FEA) was performed in this paper to investigate the local buckling of steel equalangle members with different strengths under axial compression, where the residual stresses and the initial geometricimperfections of specimens were accurately described. Through this work, the relationship of the ultimate local buckling stressof steel equal angle members under axial compression as a function of steel strength and width-to-thickness ratio wasestablished. By comparing the FEA results with the international design specifications (ANSI/AISC 360-10 and Eurocode 3),a modified design formula was developed and corresponding design suggestions were proposed, to take into account the effectsof steel strength.