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Journal articles on the topic 'Connection procedure'

Author: Grafiati

Published: 3 June 2025

Last updated: 31 July 2025

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1

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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2

Neusch, Matúš, and Jaroslav Sandanus. "Experiment procedure with semi-rigid timber connectors." MATEC Web of Conferences 352 (2021): 00010. http://dx.doi.org/10.1051/matecconf/202135200010.

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The paper deals with the preparation of an experiment of semi-rigid timber connections using modern timber connectors Rothoblaas Alumidi. The experiment consists of the loading of a timber bracket of structural wood. This bracket is attached to the glue laminated beam using Alumidi connector. There are a few specimens, which will be examined. Each specimen differs in the number of connectors and measurements of timber beams. The deformations of the connection itself, as well as the deformation of the timber bracket will be measured on the specimens. Subsequently, it will be possible to calcula

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3

Choi, Jaehyung, BoÅ¾idar Stojadinovic, and Subhash C. Goel. "Design of Free Flange Moment Connection." Engineering Journal 40, no. 1 (2003): 25–41. http://dx.doi.org/10.62913/engj.v40i1.798.

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The Free Flange connection is a new public-domain beam-to-column moment connection developed at The University of Michigan. This connection is designed to alleviate excessive local deformation and shear force overload of beam flanges in pre-Northridge fully-restrained steel moment connections. These design goals were achieved by cutting the web of the beam back and away from the column, thus creating portions of the beam flanges that are not constrained by the web. Such free portions of beam flanges significantly reduce connection deformation constraints; allow the flange steel to yield freely

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Seo, Jungil, Hassan S. Anwar, Amit H. Varma, and Yoonho Nam. "Steel-Plate Composite Wall-to-Reinforced Concrete Wall Mechanical Connection-Part 1: Out-of-Plane Flexural Strength." Engineering Journal 59, no. 1 (2022): 31–52. http://dx.doi.org/10.62913/engj.v59i1.1214.

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In safety-related nuclear structures, steel-plate composite (SC) walls are often used in combination with reinforced concrete (RC) walls or foundations. Appropriate connections are required to transfer force demands from the SC walls to the RC components without the connection failure that is often associated with brittle failure mode. This paper presents a design procedure developed for mechanical connections between SC and RC walls. This procedure implements the full-strength connection design approach in ANSI/AISC N690-18, Specification for Safety-Related Steel Structures for Nuclear Facili

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Anwar, Hassan S., Jungil Seo, Amit Varma, and Yoonho Nam. "Steel-Plate Composite Wall to Reinforced Concrete Wall Mechanical Connection – Part 2: In-Plane and Out-of-Plane Shear." Engineering Journal 60, no. 1 (2023): 31–59. http://dx.doi.org/10.62913/engj.v60i1.1198.

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In safety-related nuclear facilities, steel-plate composite (SC) walls are often used in combination with reinforced concrete (RC) walls or foundations. The design demands need to be transferred between the two different structural systems through appropriate connection design. A design procedure was developed by the authors, and it was evaluated by conducting two full scale tests for SC wall-to-RC wall mechanical connections subjected to out-of-plane flexure. This paper presents a brief description of the design procedure as well as the experimental and numerical investigations conducted to f

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Nawa, Sugato, Takanobu Matsuki, Akira Shimizu, et al. "Pulmonary Artery Connection in the Fontan Procedure." Chest 91, no. 4 (1987): 552–57. http://dx.doi.org/10.1378/chest.91.4.552.

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7

Goel, Subhash C., Kyoung-Hyeog Lee, and Bozidar Stojadinovic. "Design of Welded Steel Moment Connections Using Truss Analogy." Engineering Journal 37, no. 1 (2000): 31–40. http://dx.doi.org/10.62913/engj.v37i1.731.

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A new design procedure for fully-restrained welded beamto- column moment connections is presented in this paper. This procedure is based on truss analogy approach developed by the authors (Goel, Stojadinovic, and Lee 1996 and 1997). The truss analogy approach accounts for boundary effects occurring in the connection because the configuration of the connection restrains the deformation of the connected elements (Lee, Goel, and Stojadinovic, 1997). The resulting stress distribution, or "load path" can be modeled using a truss. The diagonals of the truss model represent the resultants of normal a

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8

Curtis, Larry E., and Thomas M. Murray. "Column Flange Strength at Moment End-Plate Connections." Engineering Journal 26, no. 2 (1989): 41–50. http://dx.doi.org/10.62913/engj.v26i2.519.

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Current American Institute of Steel Construction (AISC) design recommendations for moment end plate connections are basically limited to the end-plate, bolts, and the compression region of the column side of the connection (AISC). Although specific design procedures for column flange strength at the tension regions of the connection have not been included in AISC design manuals, much research on this topic has been conducted in Europe and the United States. The purpose of this paper is to present design recommendations for required column flange strength at the tension region of the moment end

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9

Firanek, Catherine, Edward Szpara, Patricia Polanco, Ira Davis, and James Sloand. "Comparison of Disinfection Procedures on the Catheter Adapter-Transfer Set Junction." Peritoneal Dialysis International: Journal of the International Society for Peritoneal Dialysis 36, no. 2 (2016): 225–27. http://dx.doi.org/10.3747/pdi.2014.00319.

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Peritonitis is a significant complication of peritoneal dialysis (PD), contributing to mortality and technique failure. Suboptimal disinfection and/or a loose connection at the catheter adapter-transfer set junction are forms of touch contamination that can compromise the integrity of the sterile fluid path and lead to peritonitis. Proper use of the right disinfectants for connections at the PD catheter adapter-transfer set interface can help eliminate bacteria at surface interfaces, secure connections, and prevent bacteria from entering into the sterile fluid pathway. Three studies were condu

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10

BRZEZIŃSKI, TOMASZ. "NON-COMMUTATIVE CONNECTIONS OF THE SECOND KIND." Journal of Algebra and Its Applications 07, no. 05 (2008): 557–73. http://dx.doi.org/10.1142/s0219498808002977.

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A connection-like objects, termed hom-connections are defined in the realm of non-commutative geometry. The definition is based on the use of homomorphisms rather than tensor products. It is shown that hom-connections arise naturally from (strong) connections in non-commutative principal bundles. The induction procedure of hom-connections via a map of differential graded algebras or a differentiable bimodule is described. The curvature for a hom-connection is defined, and it is shown that flat hom-connections give rise to a chain complex.

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11

Alexander, S. D. B., and S. H. Simmonds. "Shear–moment interaction of slab–column connections." Canadian Journal of Civil Engineering 15, no. 5 (1988): 828–33. http://dx.doi.org/10.1139/l88-108.

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The factors that influence the shear–moment interaction of slab–column connections are examined. The Canadian design code, CAN3-A23.3-M84, is evaluated on the basis of its agreement with the observed connection behavior. Other approaches to modelling slab–column connections are examined. It is concluded that, although the code procedure appears to give satisfactory results in practice, it is not based on a rational model of the connection behavior. Of all the alternative methods examined, the truss model provides the best description of the shear–moment interaction behavior of any given connec

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12

Sabnani, K., and M. Schwartz. "A New Connection Establishment Procedure for Multidestination Protocols." IEEE Transactions on Communications 34, no. 11 (1986): 1161–65. http://dx.doi.org/10.1109/tcom.1986.1096456.

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13

Matsen, F. A. "The freeonN-electron procedure and the Hubbard connection." Journal of Mathematical Chemistry 4, no. 1 (1990): 253–69. http://dx.doi.org/10.1007/bf01170016.

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14

Goel, Subhash C., Bozidar Stojadinovic, and Kyoung-Hyeog Lee. "Truss Analogy for Steel Moment Connections." Engineering Journal 34, no. 2 (1997): 43–53. http://dx.doi.org/10.62913/engj.v34i2.682.

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Unprecedented widespread failure of welded moment connections in steel frames caused by the 1994 Northridge and the 1995 Kobe earthquakes have alarmed the engineering communities throughout the world. Beam-to-column connections in steel frames have been traditionally designed by using classical Euler-Bernoulli beam theory which leads to assumptions that the flanges transfer moment while the web connection primarily resists the shear force. The results of a recent finite element study at The University of Michigan have shown that stress distribution in the vicinity of moment connections drastic

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15

Tepes-Onea, F., and N. Janczak. "Steel hall constructive solution beam with a full web, optimization of sections and joints." IOP Conference Series: Materials Science and Engineering 1283, no. 1 (2023): 012011. http://dx.doi.org/10.1088/1757-899x/1283/1/012011.

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Abstract In the present paper, the design of a steel warehouse structure was investigated. After establishing the base sections for the beams and columns through the design for ultimate resistance and buckling strength, an optimization procedure was applied to the beam-to-column connection. Three types of connections were studied: a bolted connection with end plate, a welded connection and a bolted connection with web and flange angles. The detailed analysis of the components of the connections was performed with the help of the software “IdeaStatica”. The advantages and disadvantages of the t

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16

Mourad, S., R. M. Korol, and A. Ghobarah. "Design of extended end-plate connections for hollow section columns." Canadian Journal of Civil Engineering 23, no. 1 (1996): 277–86. http://dx.doi.org/10.1139/l96-029.

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Extended end-plate connections have been widely used in moment-resisting steel frames with W-shape columns, due to their sufficient stiffness and moment capacity. In addition, such connections are easy to install and permit good quality control. Extended end-plate connections can also be employed in moment-resisting frames with hollow structural section columns by using high strength blind bolts. These bolts have been developed for installation from one side only where the rear side of the connection is inaccessible. In this study, a quantitative procedure for detailing and designing beam exte

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17

Terentyeva, L. V. ""Close Connection" Category in International Civil Procedure and in Conflict of Laws." Lex Russica, no. 6 (July 5, 2021): 46–55. http://dx.doi.org/10.17803/1729-5920.2021.175.6.046-055.

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The use of "close connection" in conflict of laws area and in international civil procedure preconditions the question whether it is possible to interpret it uniformly both as a basis for establishing the jurisdiction to resolve cross-border private law dispute, and as a basis for choosing the applicable law.When studying close connection within the framework of conflict-of-laws regulation, the author of the paper, along with the concept of "close connection" examines the concepts of "connection with only one country" and "the closest connection". The paper also discusses the concept of Proper

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18

Wagino, Wagino, and Andriani Andriani. "Analysis of Mathematical Connection Skills Using Realistic Mathematical Education." Indo-MathEdu Intellectuals Journal 2, no. 2 (2021): 83–91. http://dx.doi.org/10.54373/imeij.v2i2.20.

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Connection ability is the ability to associate between topics in mathematics, associate mathematics in other sciences, and with everyday life. This research aims to find out the ability of mathematical connections by using the realistic mathematical education of the concept of Social Arithmetic in class VII of SMP Negeri 209 Jakarta. This type of research is qualitative descriptive with the selection of subjects based on the results of interviews. The main instrument in the study was the researchers themselves. Instruments for discovering mathematical connection skills are tests and interviews

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19

Makhlin, N. M., and A. E. Korotynsky. "Analysis and procedure of calculation of series connection electronic devices for contactless arc excitation." Paton Welding Journal 2014, no. 1 (2014): 30–40. http://dx.doi.org/10.15407/tpwj2014.01.05.

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20

Kim, Taehoon, Seongho Chae, Jin-Taek Lim, and Inkyu Bang. "Resource-Efficient Parallelized Random Access for Reliable Connection Establishment in Cellular IoT Networks." Sensors 23, no. 8 (2023): 3819. http://dx.doi.org/10.3390/s23083819.

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The role of various internet-of-things (IoT) devices responsible for data collection and reporting becomes more important in the era of Industry 4.0. Due to the various advantages (e.g., wide coverage, robust security, etc.), the cellular networks have been continuously evolved to accommodate IoT scenario. In IoT scenario, connection establishment is essential and primary for enabling IoT devices to communicate with centralized unit (e.g., base station (BS)). This connection establishment procedure in cellular networks, random access procedure, is generally operated in a contention-based manne

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21

Ammerman, Douglas, and Roberto T. Leon. "Unbraced Frames with Semi-Rigid Composite Connections." Engineering Journal 27, no. 1 (1990): 12–21. http://dx.doi.org/10.62913/engj.v27i1.535.

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The benefits of semi-rigid connections are well known and much has been written about their use in braced frames and in Type 2 construction. One of the reasons these methods are not being used frequently by designers is that most semi-rigid connections are highly nonlinear, and analysis of the behavior of frames using them is difficult. One type of connection which may be able to overcome this difficulty is the semi-rigid composite connection. This is a connection made from a typical pinned end connection (e.g., seat angle and web clips or double web angles) and continuous slab reinforcement a

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22

Li, Zhaoyang. "Vertical and Horizontal Comparison as well as Referential Perfection of the Cohesion Between Inspection and Supervision in China and South Korea Under the Background of Judicial Reform." BCP Social Sciences & Humanities 19 (August 30, 2022): 587–98. http://dx.doi.org/10.54691/bcpssh.v19i.1748.

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As China revised the Criminal Procedure Law in 2018, new requirements were put forward for procuratorial organs in the investigation of duty crimes, that is, proper connection and mutual cooperation. However, the cases investigated by the newly established national highest supervisory agency, the supervisory committee, are transferred to the people’s procuratorates. Thus, when the handling methods of cases accepted by the people’s procuratorates are based on the inconsistency between the provisions of the Supervision Law and the Criminal Procedure Law, the supervisory agencies and procuratoria

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23

BONDARENKO, O. V. "PROBLEMS OF IMPROVEMENT OF THE PROCESS OF TECHNOLOGICAL ACCESSION OF THE SUBJECTS OF THE MARKET OF INNOVATIVE TECHNOLOGIES OF UKRAINE TO ENGINEERING NETWORKS." Economic innovations 23, no. 3(80) (2021): 41–49. http://dx.doi.org/10.31520/ei.2021.23.3(80).41-49.

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Topicality. One of the important factors hindering the development of the market of innovative technologies in Ukraine and creating investment barriers for its subjects is the existing problems in connecting to the networks of engineering infrastructure. This necessitates the improvement of the process of technological connection of the subjects of the market of innovative technologies to the networks of engineering and technical support of their activity.Aim and tasks. The purpose of this article is to identify problems associated with the connection to utilities (in the field of energy, wate

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24

Tasni, Nurfaidah, and Elly Susanti. "Membangun Koneksi Matematis Siswa dalam Pemecahan Masalah Verbal." Beta Jurnal Tadris Matematika 10, no. 1 (2017): 103. http://dx.doi.org/10.20414/betajtm.v10i1.108.

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[Bahasa]: Penelitian ini mendeskripsikan proses membangun koneksi matematis dalam pemecahan masalah verbal atau soal cerita. Pada proses penyelesaian masalah verbal, diidentifikasi beberapa jenis koneksi yang dibangun siswa. Jenis soal dikembangkan berdasarkan karakteristik koneksi matematis menurut NCTM, yaitu koneksi antar topik matematika, koneksi dengan disiplin ilmu lain, dan koneksi dalam kehidupan sehari-hari. Pengumpulan data dilakukan melalui proses wawancara semi terstruktur terhadap 2 orang subjek yang dipilih dengan tehnik purposive sampling. Penelitian ini mengunkap ada tujuh jeni

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25

Gong, Yanglin. "Analysis and design for the resilience of shear connections." Canadian Journal of Civil Engineering 37, no. 12 (2010): 1581–89. http://dx.doi.org/10.1139/l10-097.

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This paper proposes an approach for quantifying the demands on shear connections under the assumption of an ineffective column. Formulas and an algorithm are developed to evaluate the axial force, axial deformation, rotation, and moment demands on beam-to-column shear connections. The analysis algorithm developed is verified using a solved example found from literature. Parametric studies are conducted to determine important parameters in the connection modeling for resilience design. Furthermore, a detailed procedure indicating how to obtain the properties of an end-plate shear connection for

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Rumbi Teruna, Daniel. "Evaluation of behavior and performance of the braced/ unbraced four story of steel frame with semi rigid connection." MATEC Web of Conferences 270 (2019): 01002. http://dx.doi.org/10.1051/matecconf/201927001002.

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Structural analysis and design with taken into account the flexibility of the beam to the column connections of steel frameworks takes on importance of the growing development and utilization of new commercial software. However, for design purposes, the beam to the column connection are usually considered to be either pinned or fully rigid, and drastically simplifies the analysis and design procedures. In this paper, a four story of unbraced and concentric braced steel moment resisting frame having different connection stiffness is analysed using linear and nonlinear static procedure. In the f

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27

曹, 飞跃. "The Relationship and Connection between Criminal Absenteeism Trial Procedure and Illegal Income Confiscation Procedure." Open Journal of Legal Science 11, no. 06 (2023): 5712–21. http://dx.doi.org/10.12677/ojls.2023.116816.

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28

Newbury, R. A. "Minimum switches and connection procedure for eight telephone lines." Electronics Letters 22, no. 5 (1986): 274. http://dx.doi.org/10.1049/el:19860188.

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29

Robinson, Cyril D. "The Criminal Procedure Political Connection: Miranda Before and After." American Bar Foundation Research Journal 10, no. 2 (1985): 419–34. http://dx.doi.org/10.1111/j.1747-4469.1985.tb00917.x.

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30

Kim, Yong Jin, Jeong-Jun Park, Jeong Ryul Lee, et al. "Modified Lecompte procedure for the anomalies of ventriculoarterial connection." Annals of Thoracic Surgery 72, no. 1 (2001): 176–80. http://dx.doi.org/10.1016/s0003-4975(01)02618-2.

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Robinson, Cyril D. "The Criminal Procedure Political Connection: "Miranda" Before and After." American Bar Foundation Research Journal 10, no. 2 (1985): 419. http://dx.doi.org/10.1086/492110.

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32

Andriani, Suci, and Armis Armis. "Profil kemampuan koneksi matematis mahasiswa pendidikan matematika pada awal perkuliahan trigonometri." Jurnal Pendidik Indonesia 6, no. 1 (2025): 17–28. https://doi.org/10.61291/jpi.v6i2.28.

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This study aims to describe the mathematical connection ability of first-semester students at the beginning of the trigonometry course. The research subjects were first-semester students of the Mathematics Education Study Program in the 2024/2025 academic year. The research method used was descriptive with a mixed-method approach, combining both quantitative and qualitative data. The research procedure consisted of three stages: (1) development of research instruments, (2) administration of a mathematical connection ability test, and (3) analysis of student responses. The instrument used was a

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Herrmann, Jeremy L., and John W. Brown. "The Superior Cavopulmonary Connection: History and Current Perspectives." World Journal for Pediatric and Congenital Heart Surgery 10, no. 2 (2019): 216–22. http://dx.doi.org/10.1177/2150135119825560.

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The development of the superior cavopulmonary connection is a rich illustration of international influences in congenital cardiac surgery. The bidirectional Glenn and hemi-Fontan procedures have improved survival as both definitive and staged functional single ventricle palliation. The optimal timing of the second-stage superior cavopulmonary procedures varies by center but for low- and intermediate-risk patients, this may be within three to six months after the Norwood procedure. The list of risk factors continues to grow but the most frequently cited factors include atrioventricular valve re

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Mirdad, Md Abdul Hamid, Rafid Khan, and Ying Hei Chui. "Analytical Procedure for TimberConcrete Composite (TCC) System with Mechanical Connectors." Buildings 12, no. 7 (2022): 885. http://dx.doi.org/10.3390/buildings12070885.

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In the construction of modern multi-storey mass timber structures, a composite floor system commonly specified by structural engineers is the timber–concrete composite (TCC) system, where a mass timber beam or mass timber panel (MTP) is connected to a concrete slab with mechanical connectors. The design of TCC floor systems has not been addressed in timber design standards due to a lack of suitable analytical models for predicting the serviceability and safety performance of these systems. Moreover, the interlayer connection properties have a large influence on the structural performance of a

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Mashal, Mustafa, Samuel White, and Alessandro Palermo. "Quasi-static cyclic testing of emulative cast-in-place connections for Accelerated Bridge Construction in seismic regions." Bulletin of the New Zealand Society for Earthquake Engineering 49, no. 3 (2016): 267–82. http://dx.doi.org/10.5459/bnzsee.49.3.267-282.

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This paper presents findings from the first phase of testing at the University of Canterbury on seismic performance of emulative connections for Accelerated Bridge Construction (ABC) in regions of moderate to high seismicity. Emulative connections between precast concrete elements aim to target similar seismic behaviour as traditional ductile monolithic construction. The emulative solution in this research is called “High Damage Connection” (HDC). HDCs intend to achieve similar levels of seismic performance and ductility in a precast column as that can be expected of a monolithic one. HD

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D.M., Safronov, and Sidorova K.S. "Criminal procedure and criminalistics aspects of obtaining information about Internet users in the course of investigative actions." Russian justice 1 (January 28, 2021): 30–33. http://dx.doi.org/10.18572/0131-6761-2021-1-30-33.

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This article states that against the background of user interaction with the Internet resources, several groups of traces are formed: the first characterizes the formal or technical side of the user’s connection to the Internet (IP address, MAC address or IMEI, time and period connections); the second group of traces reflects the content or informational component of the connection (personal data of the user; his actions with multimedia content; reflects the interaction with subscribers: correspondence, sending information), for obtaining information about which there are significant difficult

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Fabiano, Andrew J., and Robert J. Plunkett. "Approach for tunneling the lead in deep brain stimulation." Journal of Neurosurgery 112, no. 6 (2010): 1277–78. http://dx.doi.org/10.3171/2009.6.jns09554.

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The implantation of a deep brain stimulator (DBS) is often a staged procedure that involves stereotactic placement of the neurostimulator electrode, followed by connection of the electrode to a pulse generator during a separate operation. The authors describe a practical technique for the retrograde tunneling of the stimulator lead during the initial electrode implantation procedure. After DBS electrode placement and securing of the lead, the lead is covered with a protective cap and boot, which are then folded back to tunnel a redundant loop of the lead in a retrograde fashion into a subgalea

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JEYABALAN, Aswin Kumar, Sivaganesh SELVARAJ, and Tak‐Ming CHAN. "Directly Reusable Steel Column Base Connection ‐ Concept and Numerical investigation." ce/papers 6, no. 3-4 (2023): 352–57. http://dx.doi.org/10.1002/cepa.2419.

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AbstractConstruction industry as a whole should transform into designs that enable demountability and direct reuse of structural elements to achieve the circularity in construction. Currently, structural connections enabling direct reuse of components in construction are limited. Column base connections are one of the main load transfer units of a steel structure for the magnitude of the forces being transferred from the superstructure. This paper presents an interlocking type of column base connection that enables direct reuse of all associated structural components. The proposed interlocking

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Ting, Lia-Choon, Nandivaram E. Shanmugam, and Seng-Lip Lee. "Design of I-Beam to Box-Column Connections Stiffened Externally." Engineering Journal 30, no. 4 (1993): 141–49. http://dx.doi.org/10.62913/engj.v30i4.1279.

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This paper is concerned with I-beam to box-column connections stiffened externally. A design method to determine the dimensions of T-stiffeners is proposed. Connections of I-beams and box columns for a wide range of dimensions were studied by the finite-element method and found to satisfy the basic design criteria for a moment connection. The Ramberg-Osgood function was used to curve-fit the moment-rotation curves based on the geometric parameters of the connections and the results are found to agree well with those from the finite-element analyses. Finally, the design procedure and the curve-

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DiBardino, Daniel J., E. Dean McKenzie, Jeffrey S. Heinle, Jason T. Su, and Charles D. Fraser. "The Warden procedure for partially anomalous pulmonary venous connection to the superior caval vein." Cardiology in the Young 14, no. 1 (2004): 64–67. http://dx.doi.org/10.1017/s1047951104001118.

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Purpose:When there is partially anomalous pulmonary venous connection to the superior caval vein, intracardiac repair alone can result in obstruction. Although the Warden procedure involving translocation of the superior caval vein is commonly performed as an alternative to atriocavoplasty, follow-up of a larger number of patients in the modern era is lacking. We report and discuss the experience of a single institution with the Warden procedure for correction of partially anomalous pulmonary venous connection to the superior caval vein.Methods:Since 1995, all 16 patients presenting with parti

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Mainwaring, Richard D., John J. Lamberti, and John W. Moore. "The bidirectional Glenn and Fontan procedures—integrated management of the patient with a functionally single ventricle." Cardiology in the Young 6, no. 3 (1996): 198–207. http://dx.doi.org/10.1017/s104795110000367x.

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AbstractThe Fontan procedure provides a means of separating the systemic and pulmonary circulations in patients with congenital heart defects characterized by a functionally single ventricle. The procedure has undergone numerous changes since its introduction 25 years ago. Technical modifications have now increased its applicability to virtually all forms of univentricular atrioventricular connection, as well as many hearts with biventricular connections. More recently, philosophical changes have been introduced to address increased rates of morbidity and mortality observed in certain subsets

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Yan, Kai, Hong Bo Zhang, Gang Wu, and Neng Lv. "The Improvement of Casing Premium Connection Machining Method." Applied Mechanics and Materials 318 (May 2013): 340–45. http://dx.doi.org/10.4028/www.scientific.net/amm.318.340.

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Premium connection has high quality requirements on thread and sealing surface and needs to be machined by CNC lathe. Using loop program in CNC machining has advantages in reducing memory occupying, cutting the computational procedure and simplifying program. However, the processing profile curve often has a special shape. As a result, the idle motion of tools is increased and the production efficiency would be lowed. The paper studies the two procedures of rough turning process and finish turning process in a new gas tight premium connection machining. An improved method is developed by which

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Schultz, Debbie McCally, and Susan Penn French. "Value of help from someone who's been there." Journal of Clinical Oncology 33, no. 29_suppl (2015): 241. http://dx.doi.org/10.1200/jco.2015.33.29_suppl.241.

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241 Background: Cancer patients want to speak with someone who has their diagnosis, treatment or experience; but speaking with someone before an ostomy surgery, pelvic extenteration or the Whipple procedure, etc. can be particularly helpful due to the increased anxiety related to these and other serious procedures. A custom peer mentoring program by the cancer center for diagnosis or serious treatment purposes is optimal. Clinicians and patients want the service and attest to the importance of a one-on-one support connection. Methods: Steps were taken to partner with clinicians feeling peer su

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Bagavieva, E. A. "REQUEST FOR INFORMATION ON CONNECTIONS BETWEEN SUBSCRIBERS AND (OR) SUBSCRIBER DEVICES." Bulletin of Udmurt University. Series Economics and Law 29, no. 6 (2019): 801–5. http://dx.doi.org/10.35634/2412-9593-2019-29-6-801-805.

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The investigative action is a request for information about the connections between subscribers and / or subscriber devices, provided for by Article 186.1 of the Code of Criminal Procedure of the Russian Federation, it is in demand in connection with the development of telecommunication systems and has been successfully applied in almost all categories of criminal cases. The author has analyzed the requirements for such a criminal procedure decision as the decision of the investigator (interrogator) to initiate before the court a motion to obtain information about connections between subscribe

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Đekić, Saša. "Integration of Solar Photovoltaic Power Plants Into the Power Transmission System of Bosnia and Herzegovina Load and Voltage Conditions Analysis." B&H Electrical Engineering 17, no. 2 (2023): 18–23. http://dx.doi.org/10.2478/bhee-2023-0008.

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Abstract Governments in the region are actively trying to decentralize production in the energy sector by encouraging the construction of power plants using renewable energy resources. The Network Code [1] and the Connection Regulation [2]-[4] define the procedure for issuing connection conditions to the power transmission network in Bosnia and Herzegovina. This paper will demonstrate the necessary approach to assessing the possibilities of connection and placement of the produced power and energy at a specific connection point in the early stages of planning, using the example of an 80 MW pho

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Corenthy, Loic, Marcos Garcia, Sofia Bayona, et al. "Haptically Assisted Connection Procedure for the Reconstruction of Dendritic Spines." IEEE Transactions on Haptics 7, no. 4 (2014): 486–98. http://dx.doi.org/10.1109/toh.2014.2354041.

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Munch, Klaus Heje. "A new reduction rule for the connection graph proof procedure." Journal of Automated Reasoning 4, no. 4 (1988): 425–44. http://dx.doi.org/10.1007/bf00297248.

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Kim, Byeong Man, and Jung Wan Cho. "A new subsumption method in the connection graph proof procedure." Theoretical Computer Science 103, no. 2 (1992): 283–309. http://dx.doi.org/10.1016/0304-3975(92)90016-9.

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潘, 振. "The Connection and Exclusion of Supervisory Evidence in Criminal Procedure." Dispute Settlement 10, no. 01 (2024): 537–45. http://dx.doi.org/10.12677/ds.2024.101072.

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Solodovnyk, Y., V. Riumin, and V. Nikichanov. "EVALUATION OF LOAD-BEARING CAPACITY OF THE STEEL CONSTRUCTION JOINTS ON THE BASIS OF COMPONENT METHOD." Municipal economy of cities 1, no. 161 (2021): 19–24. http://dx.doi.org/10.33042/2522-1809-2021-1-161-19-24.

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Connections are essential in every kind of steel constructions. Structure is a constructed assembly of joints separated by members which implies the importance of connections. Three basic parameters describe the behavior of connections: strength, stiffness and ductility, and the mechanical behavior of steel joint in those terms are complex phenomena. It must be said that absence in current Ukrainian design codes rules for the load capacity calculation of steel constructions connections led to some difficulties in project decisions. On the basis of component method, which lay in the EC3 design

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