• Title/Summary/Keyword: connection form

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A Study on the Exterior Components of the Art Museums in Beijing (북경 소재 예술박물관의 외부환경 구성요소에 관한 연구)

  • Park, Sun-Young;Lee, Min
    • Korean Institute of Interior Design Journal
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    • v.23 no.1
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    • pp.152-161
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    • 2014
  • Beijing, the capital city of China, has gradually increased its amount of culture space and has also introduced a diverse range of cultural facilities to improve the satisfaction of its citizens lives. In particular are its art museums, which are a symbol of the urban culture and enrich the cultural life of its citizens and are also expected to play a role as a psychological pivot point. However, in comparison with the characteristics of various ethics, local, and the influence on the museums of China, studies which analyze the exterior of the art museums are not sufficient. This is because previous research has focused too heavily on the interior of the art museums. This paper aims to derive distinction through the analysis of the exterior of several art museums and present design factors and application methodology. This research looks at art museums in China and analyzes the current state of the art museums that have been developed based on the culture of Beijing. Through analyzing the case study of five art museums that have been selected in Beijing we can improve our understanding of Chinese culture space and derive distinct design factors. Distinct factors in the exterior of art museums include connection, culture, geographic features, public, and creation. This study is expected to contribute to that exterior of the art museum will be as a contact zone to form a spatial connection and a cultural symbol that can reflect Beijing's unique culture characteristics.

Method for flexural stiffness of steel-concrete composite beams based on stiffness combination coefficients

  • Ding, Faxing;Ding, Hu;He, Chang;Wang, Liping;Lyu, Fei
    • Computers and Concrete
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    • v.29 no.3
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    • pp.127-144
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    • 2022
  • To investigate the flexural stiffness of the steel-composite beam, the contributions of the concrete slab and steel beam to the stiffness were considered separately. The method for flexural stiffness of the composite beam, considering the stiffness of the concrete slab and steel beam, was proposed in this paper. In addition, finite element models of the composite beams were established and validated. Parametric analyses were carried out to study the effects of different parameters on the neutral axis distance reduction factors of the concrete slab and steel beam. Afterward, the neutral axis distance reduction factors were fitted, and the stiffness combination coefficients of the two parts were solved. Based on the stiffness combination coefficients, the flexural stiffness of the composite beam can be obtained. The proposed method was validated by the tested and analyzed results. The method has a simple form and high accuracy in predicting the flexural stiffness of the steel-concrete composite beam, even though the degree of shear connection is less than 0.5.

CLASSIFICATION OF TWISTED PRODUCT LIGHTLIKE SUBMANIFOLDS

  • Sangeet Kumar;Megha Pruthi
    • Bulletin of the Korean Mathematical Society
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    • v.60 no.4
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    • pp.1003-1016
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    • 2023
  • In this paper, we introduce the idea of twisted product lightlike submanifolds of semi-Riemannian manifolds and provide non-trivial examples of such lightlike submanifolds. Then, we prove the non-existence of proper isotropic or totally lightlike twisted product submanifolds of a semi-Riemannian manifold. We also show that for a twisted product lightlike submanifold of a semi-Riemannian manifold, the induced connection ∇ is not a metric connection. Further, we prove that a totally umbilical SCR-lightlike submanifold of an indefinite Kaehler manifold ${\tilde{M}}$ does not admit any twisted product SCR-lightlike submanifold of the type M×ϕMT, where M is a totally real submanifold and MT is a holomorphic submanifold of ${\tilde{M}}$. Consequently, we obtain a geometric inequality for the second fundamental form of twisted product SCR-lightlike submanifolds of the type MT×ϕM of an indefinite Kaehler manifold ${\tilde{M}}$, in terms of the gradient of ln ϕ, where ϕ stands for the twisting function. Subsequently, the equality case of this inequality is discussed. Finally, we construct a non-trivial example of a twisted product SCR-lightlike submanifold in an indefinite Kaehler manifold.

The Connection between the Cheonsuguk Mandala -Embroidery Insignia and Ancient Korean Embroidery- (천수국만다라수장(天壽國曼茶羅繡帳) 자수 연구 -한국 고대 자수와의 연관성을 중심으로-)

  • Lim Soon Lee;Sohee Kim
    • Journal of the Korean Society of Clothing and Textiles
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    • v.47 no.6
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    • pp.977-995
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    • 2023
  • This study was aimed at determining the connection between ancient Korean embroidery and the Cheonsuguk mandala-embroidery insignia. Literature and empirical studies were conducted simultaneously, with the scope of these analyses spanning up to 7C in ancient Korea and Japan. The present study confirmed that the structure of Goguryeo tomb murals influenced by Buddhist art is represented in the Cheonsuguk mandala-embroidery insignia, and changes in the image resulted in modifications to the embroidery technique. Embroidery and color composition via complementary color contrast were implemented through Variant 1 outline stitching, which exhibited the development of Baekje embroidery. The embroidery technique confirmed that the form of embroidery developed in to chain stitching, needle looping stitching, outline stitching, satin stitching and Variant 1·2 outline stitching. These findings indicate that Cheonsuguk mandala-embroidery insignia is the result of the integration of the Goguryeo and Baekje cultures.

Study on Elasto-Plastic Behavior of Column to Beam Connection with 600MPa High Performance Steel(SM 570 TMC) (기둥-보 용접접합부의 보단부 스캘럽형상과 탄소성 거동에 관한 실험적 연구 - 600MPa(SM570TMC)의 경우 -)

  • Kim, Jong Rak;Kim, Seung Bae;Kwon, June Yeop
    • Journal of Korean Society of Steel Construction
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    • v.20 no.6
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    • pp.691-700
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    • 2008
  • Contemporary architectural structures have diverse and complex forms. Such structural variety demands requisite performance from the connections in the steel structure so that the latter could resist a horizontal force, such as an earthquake. The connections are the all-important components that create the discontinuous form and that support stress concentration, determining the stiffness and toughness of the entire steel frame. In this study, a real-scale column-to-beam connection was constructed in the 600MPa-grade high-strength and high-performance steel, to test its behavior. Its material and welding characteristics were examined in this study, and its structural performance was analyzed by conducting seismic-resistance tests on the full-scale, cross-shaped column-to-beam welded connections with non-scallop, ordinary-scallop, and reinforced-scallop details. The weld ability of the high-strength, high-performance steel was also evaluated, and data regarding the seismic design for practical application were provided.

A Study of the Intelligent Researcher Connection Network Build-up that Merges the Recommendation System and Social Network (추천시스템과 소셜 네트워크를 융합한 지능형 연구자연결망 구축)

  • Lee, Choong-Moo;Lee, Sang-Gi;Lee, Byeong-Seop
    • Journal of Information Management
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    • v.40 no.1
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    • pp.199-215
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    • 2009
  • The web 2.0 concept rapidly spreads to the various field which is based on an opening, the participation, and a share. And the research about the recommendation system, that is the personalize feature, and social network is very active. In the case of the recommendation system and social network, it had been developing in the respectively different area and the new research toward the service model of a form that it fuses these is insignificant. In this paper, I'm going to introduce efficient social network which is called the researcher connection network. It is possible to recommend the researcher intellectually who studies the similar field by analyzing the usage log and user profile. Through this study, we could solved the network expandability problem which is due to the user passive participation and the difficulty of the initial network construction that is the conventional social network problem.

2D and 3D Hand Pose Estimation Based on Skip Connection Form (스킵 연결 형태 기반의 손 관절 2D 및 3D 검출 기법)

  • Ku, Jong-Hoe;Kim, Mi-Kyung;Cha, Eui-Young
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.24 no.12
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    • pp.1574-1580
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    • 2020
  • Traditional pose estimation methods include using special devices or images through image processing. The disadvantage of using a device is that the environment in which the device can be used is limited and costly. The use of cameras and image processing has the advantage of reducing environmental constraints and costs, but the performance is lower. CNN(Convolutional Neural Networks) were studied for pose estimation just using only camera without these disadvantage. Various techniques were proposed to increase cognitive performance. In this paper, the effect of the skip connection on the network was experimented by using various skip connections on the joint recognition of the hand. Experiments have confirmed that the presence of additional skip connections other than the basic skip connections has a better effect on performance, but the network with downward skip connections is the best performance.

A Social Network Analysis on the Research Trend of Korean Rural Development (농촌개발 연구동향에 관한 사회연결망분석 - 주제어 중심 구조분석을 중심으로 -)

  • Park, Soo-Jin;Na, Ju-Mong
    • Journal of the Korean Regional Science Association
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    • v.32 no.3
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    • pp.29-43
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    • 2016
  • The purpose of this study is to derive research subject that has been overlooked in previous studies and contribute to seek to the direction of research in rural development by analyzing the studies in the last 30 years on rural society. In this study, Social Network Analysis was used for identifying the changes in research themes and connection structure of keyword. The study shows that in the previous Roh Moo-Hyun's Administration from 1986 to 2000, the convergence of the research is not active. In terms of the connection structure of keyword, lots of keywords are connected to the 'Migration, IMF, Satisfaction, Green Tourism' but its form is not complicated. In the Roh Moo-Hyun's Administration from 2001 to 2007, the academic exchanges and convergence of keywords on rural development were promoted research. The connection structure of keyword was formed like a complex cluster associated with 'The Rural Elderly, Rural Tourism, Rural Development Policy, Urban-Rural Comparison'. Although some scholars who study 'Women's Studies, Tourism' formed the cluster, its form is still passive. Since 2008 until now, the keyword network of rural development research clustered densely and formed singly. It reveals that the convergence of research subjects has proceeded actively. And studies such as the 'Community, Participation, Social capital, Quality of life, Social networks, Alternative food movement' have begun.

Large Deformational Elasto-Plastic Analysis of Space Frames Considering Finite Rotations and Joint Connection Properties (유한회전과 접합부 특성을 고려한 공간프레임의 대변형 탄소성 해석)

  • Lee, Kyung Soo;Han, Sang Eul
    • Journal of Korean Society of Steel Construction
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    • v.21 no.6
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    • pp.597-608
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    • 2009
  • In this paper, large-deformation elasto-plastic analysis of space frames that considersjoint connection properties is presented. This method is based on the large-deformation formula with finite rotation, which was developed initially for elastic systems, and is extended herein to include the elasto-plastic effect and the member joint connection properties of semi-rigid what?. The analytical method was derived from the Eulerian concept, which takes into consideration the effects of large joint translations and rotations. The localmember force-deformation relationships were obtained from the beam-column approach, and the change caused by the axial strain in the member chord lengths and flexural bowing were taken into account. The effect of the axial force of the member on bending and torsional stiffness, and on the plastic moment capacity, is included in the analysis. The material is assumed to be ideally elasto-plastic, and yielding is considered concentrated at the member ends in the form of plastic hinges. The semi-rigid properties of the member joint connection are considered based on the power or linear model. The arc length method is usedto trace the post-buckling range of the elastic and elasto-plastic problems with the semi-rigid connection. A sample non-linear buckling analysis was carried out with the proposed space frame formulations to demonstrate the potential of the developed method in terms of its accuracy and efficiency.

Interspecific protoplast Fusion and Sexuality in Pleurotus (느타리의 종간(種間) 원형질체(原形質體) 융합(融合) 및 유성(有性))

  • Yoo, Young-Bok;You, Chang-Hyun;Park, Yong-Hwan;Lee, Yeon-Hee;Chang, Kwon-Yawl;Peberdy, John F.
    • The Korean Journal of Mycology
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    • v.15 no.3
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    • pp.135-141
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    • 1987
  • Interspecific heterokaryons were obtained by polyethylene glycol induced fusion of protoplasts from auxotrophic mutants of P. ostreatus+P. cornucopiae, P. ostreatus+P. florida, P. ostreatus+P. sajor-caju, P. florida+P. cornucopiae, P. florida+P. sajor-caju and P. sajor-caju+P. cornucopiae protoplasts. The Fusion products of protoplasts were induced by MCM+benomyl, but segregation of sectors were not identified. Interspecific fusion products of protoplasts between incompatible strains did not form true clamp connections and did not produce fruit bodies. For induction of fertility, interspecific heterokaryons crossed with their parents by hyphal anastomosis.

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