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Artykuły w czasopismach na temat „Connectio”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 1 lutego 2022

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1

Lee, Sang-Sup, Keum-Sung Park, Ju-Seong Jung, and Kang-Seok Lee. "Evaluation of the Structural Performance of a Novel Methodology for Connecting Modular Units Using Straight and Cross-Shaped Connector Plates in Modular Buildings." Applied Sciences 10, no. 22 (November 19, 2020): 8186. http://dx.doi.org/10.3390/app10228186.

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The strength capacity of modular buildings is determined by the weakest part, and connections between modular units are often weaker than the modular units themselves. Thus, to verify the safety of modular structures, the structural performance of connections between modular units should be evaluated; the practical suitability of connection methods under a range of construction conditions should also be determined. In conventional modular building structures, modular units are generally connected using bolts between connector plates, interlocking devices, or steel plate welding. However, curre

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2

Lee, Mi-Ran. "A Study on the Countermeasure of the Integrated Care Network for the Elderly to Promote Community Cooperation and Connectio." Asia-pacific Journal of Convergent Research Interchange 5, no. 1 (March 31, 2019): 65–75. http://dx.doi.org/10.21742/apjcri.2019.03.07.

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Hiemstra, P. H., N. Fujiwara, F. M. Selten, and J. Kurths. "Complete synchronization of chaotic atmospheric models by connecting only a subset of state space." Nonlinear Processes in Geophysics 19, no. 6 (November 12, 2012): 611–21. http://dx.doi.org/10.5194/npg-19-611-2012.

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Abstract. Connected chaotic systems can, under some circumstances, synchronize their states with an exchange of matter and energy between the systems. This is the case for toy models like the Lorenz 63, and more complex models. In this study we perform synchronization experiments with two connected quasi-geostrophic (QG) models of the atmosphere with 1449 degrees of freedom. The purpose is to determine whether connecting only a subset of the model state space can still lead to complete synchronization (CS). In addition, we evaluated whether empirical orthogonal functions (EOF) form efficient b

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4

Jiang, Baolong, Shuyan Ji, Yingmin Li, Pu Yang, Yangyang Tang, and Zhikun Chen. "DESIGN AND ANALYSIS OF CONNECTION TYPES FOR ULTRA-HIGH-RISE TWIN-TOWER STRUCTURE LEARNING." NED University Journal of Research 3, Special Issue on First SACEE'19 (December 12, 2019): 191–98. http://dx.doi.org/10.35453/nedjr-stmech-2019-0039.

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One of key issues of designing connected structure is the design of the connecting body between towers. This paper presents the analysis of different connecting body design schemes based on a 202.15 m (663 ft) twin-tower ultra-high-rise structure connected by a connecting truss. The influence of height and type of connection on the entire building structure was studied by comparing storey shear forces and drift of structure. The results indicated that the connection type between the connecting body and main structure has little influence on the building structure performance. Finite element an

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5

Lee, Myung Jae. "Improvement of Shear Connection Design Procedure using Connections Standardization Database." Journal of Korean Society of Steel Construction 26, no. 2 (2014): 81. http://dx.doi.org/10.7781/kjoss.2014.26.2.081.

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Song, Guo Hua, Dong Wei Wang, and Bing Kang Liu. "Study on Seismic Behavior of Vertical Connection in Prefabricated Reinforced Concrete Structures." Advanced Materials Research 250-253 (May 2011): 1385–94. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.1385.

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The paper attempts to research the seismic behavior and mechanical mechanisms under repeated low-cycle loading of vertical connections in prefabricated reinforced concrete structures. Eighteen specimens were designed and tested, the test process and the mechanical mechanisms are studied, the seismic behavior of connections is analyzed, and the shear resistance formulas are proposed. The theoretical values based on proposed formulas are good agreement with test results. Under repeated loading, the shear resistance decreases, the connection ductility increases with connecting bar, but decreases

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Xie, Jin Fa, and Yan Qiang Cheng. "A Kind of Swinging Bumper in the Rear of a Truck and its Performance Research." Applied Mechanics and Materials 578-579 (July 2014): 736–40. http://dx.doi.org/10.4028/www.scientific.net/amm.578-579.736.

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Using three-dimensional modeling software to design a kind of swinging rear underrun protective device, using the Ansys finite element analysis software, in accordance with the provisions of GB11567.2-2001, the rear underrun protective device applied static load analysis. The results show that the protective device and the body in the welding and bolt connecting two different cases, connected by bolts can effectively avoid the connection of stress concentration, and support as the main part of the force. But by welding, the connections exist obvious stress concentration, may to cause the prote

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8

Kuklík, Petr, Anna Kuklíková, and Anna Gregorová. "Timber-Concrete Composite Structures with Semi-Rigid Connections." Key Engineering Materials 677 (January 2016): 282–87. http://dx.doi.org/10.4028/www.scientific.net/kem.677.282.

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This paper deals with behavior of timber-concrete composite structures with mechanical connection systems. The paper is focused to two different connection systems: using dowel-type fasteners and using special surface connector. Behavior of dowel-type connection system is based on modification of Johansen ́s equations valid for timber to timber connections. Behavior of connection system with special surface connector is evaluated by experiments and numerical simulations.

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9

O.Y., Hilodo, Arsiriy A.M., Korshak О.М., Kovtun V.P., and Kitaiev A.A. "TEST OF A NET DOME FRAGMENT." Modern structures of metal and wood, no. 25 (August 2021): 21–26. http://dx.doi.org/10.31650/2707-3068-2021-25-21-26.

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A geodesic or net dome, also known as a Fuller’s dome, is a spherical structure. Geodesic domes are well receptive to asymmetric loads, especially snow and wind, have high aerodynamics, increased rigidity and stability. It should be noted that the larger the diameter of the sphere, the greater its bearing capacity, and the strength of such dome slightly depends on the building materials used. With significant advantages, the design and construction of wooden net domes has not become widespread. The fact is that net domes are spatial structures with a large number of elements, which accordingly

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10

Peleshchak, R. М., V. V. Lytvyn, О. І. Cherniak, І. R. Peleshchak, and М. V. Doroshenko. "STOCHASTIC PSEUDOSPIN NEURAL NETWORK WITH TRIDIAGONAL SYNAPTIC CONNECTIONS." Radio Electronics, Computer Science, Control, no. 2 (July 7, 2021): 114–22. http://dx.doi.org/10.15588/1607-3274-2021-2-12.

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Context. To reduce the computational resource time in the problems of diagnosing and recognizing distorted images based on a fully connected stochastic pseudospin neural network, it becomes necessary to thin out synaptic connections between neurons, which is solved using the method of diagonalizing the matrix of synaptic connections without losing interaction between all neurons in the network. Objective. To create an architecture of a stochastic pseudo-spin neural network with diagonal synaptic connections without loosing the interaction between all the neurons in the layer to reduce its lear

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11

Abedin, Mohammad, Nafiseh Kiani, Esmail Shahrokhinasab, and Sohrab Mokhtari. "Net Section Fracture Assessment of Welded Rectangular Hollow Structural Sections." Civil Engineering Journal 6, no. 7 (July 1, 2020): 1243–54. http://dx.doi.org/10.28991/cej-2020-03091544.

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Rectangular Hollow Sections (RHS) because of their high resistance to tension, as well as compression, are commonly used as a bracing member with slotted gusset plate connections in steel structures. Since in this type of connection only part of the section contributes in transferring the tensile load to the gusset plate, shear lag failure may occur in the connection. The AISC specification decreases the effective section net area by a factor to consider the effect of shear lag for a limited connection configuration. This study investigates the effective parameters on the shear lag phenomenon

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12

Matsubara, Hiroshi, Junichi Takahashi, Yoshiharu Ikeguchi, and Kikuo Ikarashi. "Failures and Prediction Methods of Lateral Buckling Strength of H-Shaped Beams Connected by Flush End Plates." Key Engineering Materials 763 (February 2018): 227–34. http://dx.doi.org/10.4028/www.scientific.net/kem.763.227.

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This paper presents boundary conditions for lateral buckling of the H-shaped beams connected to columns by flush end plates which fall into the lateral buckling following the out of plane plastic deformations of the flush end plates. The study is conducted by the following procedure: First, the behavior of the connection is researched by the no buckling experiment under the cyclic loading. As a result, it is found that the relationship between the out of plane plastic deformations of the endplates and the bending moment at the beam end can be predicted. Next, the FEM analyses of the rigid-fram

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13

Hoffmann, Felix Z., and Jochen Triesch. "Nonrandom network connectivity comes in pairs." Network Neuroscience 1, no. 1 (February 2017): 31–41. http://dx.doi.org/10.1162/netn_a_00004.

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Overrepresentation of bidirectional connections in local cortical networks has been repeatedly reported and is a focus of the ongoing discussion of nonrandom connectivity. Here we show in a brief mathematical analysis that in a network in which connection probabilities are symmetric in pairs, P ij = P ji, the occurrences of bidirectional connections and nonrandom structures are inherently linked; an overabundance of reciprocally connected pairs emerges necessarily when some pairs of neurons are more likely to be connected than others. Our numerical results imply that such overrepresentation ca

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14

Urbonas, Kęstutis, and Alfonsas Daniūnas. "NUMERICAL TESTS OF STEEL BEAM-TO-COLUMN SEMI-RIGID CONNECTIONS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 9, no. 4 (December 31, 2003): 292–96. http://dx.doi.org/10.3846/13923730.2003.10531342.

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This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connected to column not at 90 degrees angle. Beam-to-column bolted end-plate connections that are subjected to pure bending were modelled by three-dimensional finite elements. Numerical modelling of connection covers the geometrical and material non-linearities as well as contact and separation between various components of connection. Moment-rotation M-Φ curves for modelled connections using numerical results are made and stress distribution in connection components is presented. The study shows a si

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15

El-Ghazaly, Hany Ahmed, and Heyad Saud Al-Zamel. "An innovative detail for precast concrete beam–column moment connections." Canadian Journal of Civil Engineering 18, no. 4 (August 1, 1991): 690–710. http://dx.doi.org/10.1139/l91-084.

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A new detail is introduced for precast concrete beam-to-column moment connections. The detail consists of a connecting steel frame used to mechanically connect the threaded end protruding reinforcing bars from beam and column. The connection detail is made convenient to assemble where the erection method resembles that of steel construction. No idle crane time is necessary, since the connecting steel frame is designed to carry the beam's own weight. When the connection construction is completed, the joint functions as a moment resisting hard connection. The experimental testing program involve

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16

Hadjikhani, Amjad, and Peter Thilenius. "The impact of horizontal and vertical connections on relationships' commitment and trust." Journal of Business & Industrial Marketing 20, no. 3 (May 1, 2005): 136–47. http://dx.doi.org/10.1108/08858620510592759.

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PurposeWhile an ever‐increasing body of research on business networks has commented on vertically connected relationships, this study embeds the horizontally connected relationships. Constructed on business network theories the paper aims to add more knowledge on business networks by developing a connection model including both vertical and horizontal connections. The model aims to explore the impact of connections on focal business relationships. It differentiates connected relationships on the basis of their vertical and horizontal natures. The purpose is to grasp the impact of these differe

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17

Yunieta Anny Nainggolan, Endang Dwi Astuti, Raden Aswin Rahadi, and Kurnia Fajar Afgani. "Political Connection and Corporate Social Responsibility: Evidence from Indonesia." International Journal of Business and Society 22, no. 2 (August 12, 2021): 922–40. http://dx.doi.org/10.33736/ijbs.3767.2021.

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This paper aims to investigate the influence of political connection on Corporate Social Responsibility (CSR) expense in Indonesia. We use a sample of 682 firm-year observations between 2010 and 2015. Using the individual-level of political connections, we find that the political connection is an important determinant of CSR expense. The political connection effect is analyzed based on the different characteristics of ownership structure, board structure, and affiliated party. We find that state-owned enterprises and privately-owned enterprises that politically connected are positively associa

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18

Duance, Vic. "Connective tissue: Get connected with connective tissues." Biochemist 25, no. 5 (October 1, 2003): 7–10. http://dx.doi.org/10.1042/bio02505007.

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19

Riggs, H. R., and R. C. Ertekin. "Response Characteristics of Serially Connected Semisubmersibles." Journal of Ship Research 43, no. 04 (December 1, 1999): 229–40. http://dx.doi.org/10.5957/jsr.1999.43.4.229.

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One design for a mobile offshore base is to link serially as many as five large semisubmersibles to form a platform long enough to support large aircraft. This paper investigates the linear, wave-induced response characteristics of serially-connected semisubmersibles. A major motivation of this study is to understand more completely the forces required to link semisubmersible modules. The impact of connector strategy and damping on the response, especially the connector forces, is investigated, and the response "modes" which contribute to the connector forces are evaluated in detail. It is sho

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20

Clark, Eric, and Thomas L. Clark. "Isolating connections – connecting isolations." Geografiska Annaler: Series B, Human Geography 91, no. 4 (December 2009): 311–23. http://dx.doi.org/10.1111/j.1468-0467.2009.00324.x.

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21

McCann, Julie A., Gian Pietro Picco, Alex Gluhak, Karl Henrik Johansson, Martin Törngren, and Laila Gide. "Connected things connecting Europe." Communications of the ACM 62, no. 4 (March 20, 2019): 46. http://dx.doi.org/10.1145/3312563.

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22

Son, Hyunjung, and Kishim Nam. "Fonctionnement sémantique du connecteur coréen -ko : temporalité, aspectualité et manière." Faits de Langues 51, no. 2 (April 7, 2021): 163–77. http://dx.doi.org/10.1163/19589514-05102009.

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Abstract This article aims to examine the Korean connective -ko, which is generally considered an equivalent of the French connective et. The connective -ko is semantically polyvalent, having several interpretations such as enumeration, temporal succession, simultaneity, causality, and manner. In this article, we examine the expression of “manner” by the connective -ko on the hypothesis that such interpretation is derived from the temporal function of simultaneity of -ko. We introduce two main functions of -ko, temporal connection and simple connection by contiguity and then show how the tempo

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23

Sandanus, Jaroslav, Kristián Sógel, Tomáš Klas, and Michal Botló. "Experimental Verification of the Stiffness of a Semi-Rigid Timber Connection." Key Engineering Materials 832 (February 2020): 63–72. http://dx.doi.org/10.4028/www.scientific.net/kem.832.63.

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Modern fasteners offer new options for the design of timber load-bearing structures. In the design, the traditional hinged connections are increasingly being replaced with semi-rigid connections. Nevertheless, there is no feedback from the actual structures with this kind of connection regarding the accuracy of static calculations. The authors therefore decided to test one connection and compare the results with those obtained from calculation models. The paper presents the experimental verification of the frame connection in which the semi-rigid action was achieved by combining the aluminium

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Fong, Lee Yen, Nor Hayati Abd Ghafar, Norashidah Abd Rahman, and David Yeoh. "Connection Performance for LVL-Concrete Composite Floor System." Applied Mechanics and Materials 773-774 (July 2015): 954–63. http://dx.doi.org/10.4028/www.scientific.net/amm.773-774.954.

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The LVL-concrete composite (LCC) structure is a hybrid in system which the LVL member is well connected to the concrete slab by a connector to produce composite action. Various types of connector with different stiffness and shear capacity are available in the market currently. The stiffness of the connector is identified through the push-out experiment. The notch connections for LVL concrete composite beams have higher stiffness and strength compared to mechanical fasteners. This paper discusses the experimental results of symmetrical push-out tests on 3 different types of connector, 150mm re

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25

Jaswal, Vikram K., Janette Dinishak, Christine Stephan, and Nameera Akhtar. "Experiencing social connection: A qualitative study of mothers of nonspeaking autistic children." PLOS ONE 15, no. 11 (November 25, 2020): e0242661. http://dx.doi.org/10.1371/journal.pone.0242661.

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Autistic children do not consistently show conventional signs of social engagement, which some have interpreted to mean that they are not interested in connecting with other people. If someone does not act like they are interested in connecting with you, it may make it difficult to feel connected to them. And yet, some parents report feeling strongly connected to their autistic children. We conducted phenomenological interviews with 13 mothers to understand how they experienced connection with their 5- to 14-year-old nonspeaking autistic children. Mothers of nonspeaking autistic children repre

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Maritan, Catherine A., and Gwendolyn K. Lee. "Bringing a Resource and Capability Lens to Resource Allocation." Journal of Management 43, no. 8 (October 17, 2017): 2609–19. http://dx.doi.org/10.1177/0149206317727585.

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This article highlights a perspective that has been underexplored in resource allocation research. By viewing resource allocation through a resource and capability lens, three connections are developed between resource-based theories of strategy and strategy research on resource allocation. First, the lens is applied to frame capital investments as investing in capabilities. This framing provides a theoretical path connecting the strategic purpose of investments, through value creation from resource commitments, to the creation of competitive advantage. Second, resource allocation for the purp

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27

Rahman, Ahmad Baharuddin Abd, Jen Hua Ling, Zuhairi Abd Hamid, Mohd Hanim Osman, Shahrin Mohammad, and A. Aziz Saim. "Development of Splice Connections for Precast Concrete Structures." Advanced Materials Research 980 (June 2014): 132–36. http://dx.doi.org/10.4028/www.scientific.net/amr.980.132.

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This paper presents the test results of proposed grouted sleeve connections under increasing tensile load. The objective of this research was to investigate splice connections that could provide tensile strength similar to the full tensile strength of the connected rebars. The parameters varied were splice types, splice length and rebar embedment length. The performance of the splice connection was evaluated based on the load-displacement, ultimate load, displacements and failure modes. The results show that the strength of splice connection depends on the bond strength between sleeve-to-grout

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28

Jong, Wan Hu, and Wan Kim Jae. "Advanced Design for The Bolted Clip-Angle Connection." Advanced Materials Research 716 (July 2013): 632–37. http://dx.doi.org/10.4028/www.scientific.net/amr.716.632.

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The main focus of this study is to investigate the clip-angle connections are described the section based on ideal limit states. The connection components are designed in accordance with the 2001 AISC-LRFD Specifications and the 2005 AISC Seismic Provisions. In the suggested clip-angle connection, the structural beam can be connected to the column using six high-strength bolts. The slippage on the shear faying surface contributes to increasing energy dissipated capacity in the connection behavior. The design of the clip-angle connection should include these mechanical characteristics. Therefor

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Ma, Hong Wei, and Michael C. H. Yam. "Experimental Study on a Beam-to-Column Connection Using Shape Memory Alloy." Advanced Materials Research 374-377 (October 2011): 2176–79. http://dx.doi.org/10.4028/www.scientific.net/amr.374-377.2176.

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For ductile beam-to-column connectiosn in steel frame, beam local buckling is difficult and very costly to repair in any post-disaster reconstruction. Shape memory alloys (SMAs) in their austenite states have the ability to recover their original shape after experiencing large deformations. Steel connections retrofitted using SMAs can be endowed with intelligent characteristics. This paper investigates extended end-plate connections using long shank SMA bolts. The SMA connection is designed using a new methodology of avoiding beam local buckling and adopting the strong end-plate. The connectio

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Fatimah, Ai Tusi. "Koneksi Matematis Siswa pada Tugas Matematis Berbasis Hasil Pertanian: Konteks, Konsep, dan Prosedur Matematis." Jurnal Elemen 7, no. 2 (July 21, 2021): 295–309. http://dx.doi.org/10.29408/jel.v7i2.3176.

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The mathematical connection is a crucial ability possessed by vocational high school students in solving problems by their field of expertise. Agriculture is a field of expertise that requires a lot of mathematical connection skills to solve various problems. Increasing the ability of students' mathematical connections can be facilitated by the teacher by constructing mathematical tasks in the agricultural sector. This qualitative research using the case study method describes the construction of mathematical tasks based on agricultural products and the mathematical connection ability of stude

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Zolkiewski, Sławomir. "Testing of Fibreglass-Metal Laminates in Epoxy Warp Connected by Means of the Adhesive Layer." Solid State Phenomena 199 (March 2013): 599–604. http://dx.doi.org/10.4028/www.scientific.net/ssp.199.599.

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The fibre-metal laminate specimens were connected with steel plates by means of the glue joints. The influence of the type of connection on composite mechanical properties (displacement vs. force characteristics) was analyzed. The glue joint between the laminate and the steel plate guarantees even distribution of the displacement during tests. The method of connecting laminates by means of glue joints leads to the connection with the smallest overall dimensions and weight. In the initial research the samples connected by means of different glues were tested.

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Ross, Carolyn Tuten. "Curriculum Connections: The English-Economics Connection." Kappa Delta Pi Record 33, no. 4 (July 1997): 153. http://dx.doi.org/10.1080/00228958.1997.10532011.

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Sakalle, Maneesha, and Richa Jain. "Rainbow connection number of Connected Graph." International Journal of Mathematics Trends and Technology 33, no. 3 (May 25, 2016): 156–60. http://dx.doi.org/10.14445/22315373/ijmtt-v33p522.

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Li, Xueliang, and Yongtang Shi. "Rainbow Connection in 3-Connected Graphs." Graphs and Combinatorics 29, no. 5 (July 4, 2012): 1471–75. http://dx.doi.org/10.1007/s00373-012-1204-9.

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Azeef Muhammed, P. A., P. G. Romeo, and K. S. S. Nambooripad. "Cross-connection structure of concordant semigroups." International Journal of Algebra and Computation 30, no. 01 (October 11, 2019): 181–216. http://dx.doi.org/10.1142/s021819671950070x.

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Cross-connection theory provides the construction of a semigroup from its ideal structure using small categories. A concordant semigroup is an idempotent-connected abundant semigroup whose idempotents generate a regular subsemigroup. We characterize the categories arising from the generalized Green relations in the concordant semigroup as consistent categories and describe their interrelationship using cross-connections. Conversely, given a pair of cross-connected consistent categories, we build a concordant semigroup. We use this correspondence to prove a category equivalence between the cate

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Abdikulova, Z. K., та E. O. Zhaparov. "СALCULATION AND CHOICE OF ELECTRIC CHART OF SUBSTATION OF THE КENTAU TRANSFORMER PLANT". BULLETIN Series of Physics & Mathematical Sciences 70, № 2 (30 червня 2020): 141–48. http://dx.doi.org/10.51889/2020-2.1728-7901.21.

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Electric supply system in enterprises must provide with electrical supply continuity and reliability as in normal and accidental regimes, quality electro energetic, production efficiency, so in connection with these in the article there have been analyzed work regimes of substations, studied electrical net scheme for Kentau Transformer Plant’s substation, calculated plant’s loads and short circuit currents and on the base of the calculated results curried out inspection for the chosen equipment. The number of connections, reliability of power supply and prospects for development are the determ

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Shin, Jinwon, and Jinkyu Kim. "Numerical and Experimental Study on Welded and Bolted Steel Beam–Column Connections Subjected to Cyclic Loading." Journal of Earthquake and Tsunami 11, no. 04 (October 2017): 1750014. http://dx.doi.org/10.1142/s1793431117500142.

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This paper presents experimental and numerical studies for predicting the seismic responses of welded and bolted steel beam–column connections, namely, welded unreinforced flange and bolted web connection, and welded unreinforced flange and welded web connection. Cyclic tests of these connections composed of members applied widely to steel structures are conducted to examine their seismic performance. Numerical simulations with a focus on the bolted joint are conducted using a nonlinear finite element code. Two different strategies of modeling bolted parts are provided to improve the computati

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Urban, Zbyněk, and Jana Volná. "The metrizability problem for Lorentz-invariant affine connections." International Journal of Geometric Methods in Modern Physics 13, no. 08 (September 2016): 1650110. http://dx.doi.org/10.1142/s0219887816501103.

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The invariant metrizability problem for affine connections on a manifold, formulated by Tanaka and Krupka for connected Lie groups actions, is considered in the particular cases of Lorentz and Poincaré (inhomogeneous Lorentz) groups. Conditions under which an affine connection on the open submanifold [Formula: see text] of the Euclidean space [Formula: see text] coincides with the Levi-Civita connection of some [Formula: see text], respectively [Formula: see text]-invariant metric field are studied. We give complete description of metrizable Lorentz-invariant connections. Explicit solutions (m

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Bypour, Maryam, Benyamin Kioumarsi, and Mahdi Kioumarsi. "Investigation of Failure Mechanism of Thin Steel Plate Shear Wall in RC Frame." Key Engineering Materials 803 (May 2019): 314–21. http://dx.doi.org/10.4028/www.scientific.net/kem.803.314.

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In this paper, the behavior of steel plate shear wall (SPSW) in the reinforced concrete frame (RCF) has been studied numerically. Three different connections have been proposed to connect SPSW to RCF. In the first connection, fish plates, while in the second one, combination of fish plates and studs transfer forces between SPSW and RCF. In the third connection, there is no direct connection between the infill plate and RCF, and additional steel frame has been used for connecting of the infill plate. The results demonstrate that, load carrying capacity increases in all the specimens comparing t

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Yoon, Tae-Hyun, Tae-Sung Eom, Chul-Goo Kim, and Su-Min Kang. "Behavior of Longitudinal Plate-to-Rectangular Hollow Structural Section K-Connections Subjected to Cyclic Loading." Applied Sciences 10, no. 11 (May 29, 2020): 3793. http://dx.doi.org/10.3390/app10113793.

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This study investigated the behavior of longitudinal plate-to-rectangular hollow section (RHS) K-connections to which concrete-filled composite branch members were jointed. At the connections, longitudinal plates with or without chord face stiffener were welded to the RHS chord member and the branch members were connected to the longitudinal plates by bolting (slip-critical connection). Cyclic tests were performed for three longitudinal plate-to-RHS K-connection specimens. The tests showed that the connection behavior was dominated by the plastification of the thin chord face and by the slip a

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Rahman, Ahmad Baharuddin Abd, Loh Hsi Yoon, Izni Syahrizal Ibrahim, Roslli Noor Mohamed, Shahrin Mohammad, and A. Aziz Saim. "Performance of Grouted Splice Sleeves with Tapered Bars under Axial Tension." Applied Mechanics and Materials 789-790 (September 2015): 1176–80. http://dx.doi.org/10.4028/www.scientific.net/amm.789-790.1176.

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Many structural failures in precast concrete buildings are initiated by connection failures. To avoid such failures, the connections should have enough strength to join the reinforcement bars between precast concrete panels. This paper presents the structural performance and behaviour of a proposed splice sleeve connection using generic steel pipe. The connection consisted of steel bars with tapered nuts confined in grouted steel pipes. The connections were subjected to increasing axial tension until failure. The results show that the use of smaller pipes gives better confinement effects and p

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Manuello, A. "Semi-Rigid Connection in Timber Structure: Stiffness Reduction and Instability Interaction." International Journal of Structural Stability and Dynamics 20, no. 07 (June 8, 2020): 2050072. http://dx.doi.org/10.1142/s0219455420500728.

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Latticed shells and domes usually consist of hundreds, sometimes thousands, beam elements connected by rigid or semi-rigid joints. These connecting elements result, generally, very sophisticated, made with different materials and constituted by disparate connection systems. Recently, the stiffness connections were studied, numerically and experimentally, as one of the most important factors influencing significantly the structural response of space structures and domes. Very often, in the design process, the joints are assumed to be hinged or clamped. This assumption may result significantly f

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Crawley, Jim. "Growing connections – the connected professional." Research in Post-Compulsory Education 20, no. 4 (October 2, 2015): 476–98. http://dx.doi.org/10.1080/13596748.2015.1081758.

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Wang, Ya Li. "Seismic Behavior Analysis on Reinforced Connections of Multibarrel Tube-Confined Concrete Column and Beam Numerical Simulation." Applied Mechanics and Materials 71-78 (July 2011): 4394–97. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.4394.

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Double L-stiffened plate or haunch is used to strengthen the connection to meet the requirement of the code for seismic design of buildings: The principle of strong connection-weak connected member. The two kinds of reinforced connections are simple and easy to construct. Using software ANSYS to research is done on the connection under the monotonic load and low-frequency cyclic load. The results show that: the reinforced connections have high bearing capacity, superior hysteretic performance, and very good ductility; when failure the deformation of the joint region becomes smaller, and the pl

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Mkhitaryan, Yelena, and Nare Tamoyan. "A Study of Explicit and Implicit Means of Connection in Monologic Supraphrasal Reported Speech." Armenian Folia Anglistika 9, no. 1-2 (11) (October 15, 2013): 7–16. http://dx.doi.org/10.46991/afa/2013.9.1-2.007.

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The article, which views the monologic reported speech as a unique supraphrasal unity, aims to investigate the explicit and implicit means of connection that ensure the structural and semantic, as well as communication wholeness of the reported speech. The explicit means connecting the members of the monologic supraphrasal reported speech are anaphoric and cataphoric conversion, interjections and connective words, syntactic parallels, etc. while the implicit connection is expressed by semantic-logical relations (causal, adversative, time) existing between the other constituents of the monologi

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Zheng, Shu Ling, Su Qin Tang та Rajshekhar Sunderraman. "Combining Multiple Ontologies Using Ε-Connections". Applied Mechanics and Materials 241-244 (грудень 2012): 2601–5. http://dx.doi.org/10.4028/www.scientific.net/amm.241-244.2601.

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Ontology reusing has been extensively researched. Ontology connection is one of the ways which can reuse ontology that has been studied lately. Ε-connections and bridge rules are two ways of connecting ontologies. Based on these two methods, and using the ontology editor tool SWOOP, the link properties of the classes from different ontologies can be defined. Using these link properties, the multiple ontologies we are connecting can be reused effectively.

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Zhou, Junwen, Dongsheng Huang, Chun Ni, Yurong Shen, and Longlong Zhao. "Experiment on Behavior of a New Connector Used in Bamboo (Timber) Frame Structure under Cyclic Loading." Advances in Materials Science and Engineering 2018 (2018): 1–10. http://dx.doi.org/10.1155/2018/9084279.

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Connection is an important part of the bamboo and timber structure, and it directly influences the overall structural performance and safety. Based on a comprehensive analysis of the mechanical performance of several wood connections, a new connector for the bamboo (timber) frame joint was proposed in this paper. Three full-scale T-type joint specimens were designed to study the mechanical performance under cyclic loading. The thickness of the hollow steel column was different among three specimens. The specimens were loaded under displacement control with a rate of 10 mm per minute until the

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Huang, Teng. "On a topology property for the moduli space of Kapustin–Witten equations." Forum Mathematicum 31, no. 5 (September 1, 2019): 1119–38. http://dx.doi.org/10.1515/forum-2018-0085.

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AbstractIn this article, we study the Kapustin–Witten equations on a closed, simply connected, four-dimensional manifold which were introduced by Kapustin and Witten. We use Taubes’ compactness theorem [C. H. Taubes, Compactness theorems for {\mathrm{SL}(2;\mathbb{C})} generalizations of the 4-dimensional anti-self dual equations, preprint 2014, https://arxiv.org/abs/1307.6447v4] to prove that if {(A,\phi)} is a smooth solution to the Kapustin–Witten equations and the connection A is closed to a generic ASD connection {A_{\infty}}, then {(A,\phi)} must be a trivial solution. We also prove that

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Utamaningsi, Lidya. "Perusahaan Keluarga, Koneksi Politik & Kinerja Perusahaan." Jurnal Ilmiah Universitas Batanghari Jambi 20, no. 1 (February 5, 2020): 68. http://dx.doi.org/10.33087/jiubj.v20i1.840.

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Family businesses dominate the private sector in Indonesia and contribute 13.4% of the country's GDP. The family company has a longer investment horizon than the shareholders because the founder wants to continue bequeath the company to subsequent generations. To achieve these objectives the company will try to overcome the company's external constraints. The trick is through political connections. With a political connection the company will get various benefits so that it will ultimately contribute to the company's performance. This paper is a literature review of family businesses and polit

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SHIKAMA, Kota, Yoshiteru ABE, Shuichiro ASAKAWA, Shuichi YANAGI, and Tetsuo TAKAHASHI. "Multicore Fiber Connector with Physical-Contact Connection." IEICE Transactions on Electronics E99.C, no. 2 (2016): 242–49. http://dx.doi.org/10.1587/transele.e99.c.242.

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