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Journal articles on the topic 'Branch plate'

Author: Grafiati

Published: 4 June 2021

Last updated: 3 February 2022

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1

Dawe, J. L., and S. J. Guravich. "Branch plate to reinforced HSS connections in tension and compression." Canadian Journal of Civil Engineering 20, no. 4 (1993): 631–41. http://dx.doi.org/10.1139/l93-080.

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The tension and compression zones of moment plate connections were studied separately by testing branch plate and hollow structural section connections under each type of loading. Square hollow section flanges were reinforced by doubler plates fillet-welded all around. The results from 13 specimens tested in tension indicate that branch plate to reinforcing plate width ratio is an important parameter in joint behaviour. The dominant failure mode was punching shear of the reinforcing plate. The importance of reinforcing plate and HSS wall thicknesses was apparent from the results of 13 specimen

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2

Han, Wei Feng, Bin Bin Feng, Jing Zhou, and Chen Yuan Lu. "The Study on the Engineering Properties of Squeezed Branch Piles under Combined Load." Applied Mechanics and Materials 580-583 (July 2014): 371–75. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.371.

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In this article, we design an experiment about model piles to study their bearing capacity and deformation properties under uplifting load of different angles, model piles include the equivalent-diameter pile, the squeezed branch pile with single plate and the squeezed branch pile with two plates. The test shows, the bearing capacity of squeezed branch pile is higher than the equivalent-diameter pile, and its plates can resist the horizontal load on the top of pile better.

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3

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 (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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4

Rosenheimer, J. L. "Effects of chronic stress and exercise on age-related changes in end-plate architecture." Journal of Neurophysiology 53, no. 6 (1985): 1582–89. http://dx.doi.org/10.1152/jn.1985.53.6.1582.

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The effects of chronic stress (foot shock) or stress coupled with exercise (treadmill running) on age-related changes in nerve terminal branch number per end plate were examined in three physiologically different muscles, the diaphragm and two hindlimb muscles, the extensor digitorum longus (EDL), and the soleus, from 24- to 25-mo rats. End-plate structure was examined by use of a silver-gold impregnation of the axon and its terminal arborization and was compared with similar data obtained from 10- and 25-mo sedentary control animals. Stress from foot shock resulted in decreases of 30 and 23%,

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5

Chen, Song-Lu, Qi Liu, Jia-Wei Ma, and Chun Yang. "Scale-Invariant Multidirectional License Plate Detection with the Network Combining Indirect and Direct Branches." Sensors 21, no. 4 (2021): 1074. http://dx.doi.org/10.3390/s21041074.

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As the license plate is multiscale and multidirectional in the natural scene image, its detection is challenging in many applications. In this work, a novel network that combines indirect and direct branches is proposed for license plate detection in the wild. The indirect detection branch performs small-sized vehicle plate detection with high precision in a coarse-to-fine scheme using vehicle–plate relationships. The direct detection branch detects the license plate directly in the input image, reducing false negatives in the indirect detection branch due to the miss of vehicles’ detection. W

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6

Healey, J. J. "On the neutral curve of the flat-plate boundary layer: comparison between experiment, Orr–Sommerfeld theory and asymptotic theory." Journal of Fluid Mechanics 288 (April 10, 1995): 59–73. http://dx.doi.org/10.1017/s0022112095001066.

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The neutral stability curve for the flat-plate boundary layer has been calculated using the Orr–Sommerfeld equation and compared to those obtained using upper- and lower-branch scalings. The Orr–Sommerfeld results agree well with the lower-branch scaling at Reynolds numbers relevant to experiment, but agree well with the upper-branch scaling only for Rδ > 105. It is shown that the critical layer only emerges from the viscous wall layer when Rδ > 105. This suggests that for Rδ < 105, when the critical layer lies within the viscous wall layer, the disturbance has a triple-deck structure

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7

Dequan, Shi, Xiao Jian, Yang Chun, and Liu Baolin. "Research on the Plate Cavity Geometry of the Squeezed Branch Pile." Procedia Engineering 73 (2014): 29–34. http://dx.doi.org/10.1016/j.proeng.2014.06.166.

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8

Wang, Xiaonan, Yatsze Choy, and Li Cheng. "Hybrid silencer by using micro-perforated plate with side-branch cavities." Journal of the Acoustical Society of America 132, no. 3 (2012): 1888. http://dx.doi.org/10.1121/1.4754925.

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9

Skarborn, Stig. "Discussion: Branch plate to reinforced HSS connections in tension and compression." Canadian Journal of Civil Engineering 22, no. 1 (1995): 202. http://dx.doi.org/10.1139/l95-019.

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10

Dawe, J. L., and S. J. Guravich. "Reply: Branch plate to reinforced HSS connections in tension and compressions." Canadian Journal of Civil Engineering 22, no. 1 (1995): 203. http://dx.doi.org/10.1139/l95-020.

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11

Vertiienko, Hanna. "The Saknivka Plate." Eikon / Imago 10 (February 8, 2021): 259–70. http://dx.doi.org/10.5209/eiko.74150.

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This paper proposes the reconstruction of the Scythian eschatological concepts on the basis of semantics of the Sakhnivka plate composition (4th century BC, Museum of Historical Treasures of Ukraine, branch of the National Museum of History of Ukraine). Taking into account the ritual detour of the sacral center from left to right in the Indo-Iranian tradition, the plate plots show a consecutive visual statement of the episodes of the myth of Kolaxais’ destiny. The culmination scene of the plate includes three figures. The half-turned and full-face iconography of the Goddess shows her belonging

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12

Fujita, K., B. M. Koz'min, K. G. Mackey, S. A. Riegel, M. S. McLean, and V. S. Imaev. "Seismotectonics of the Chersky Seismic Belt, eastern Sakha Republic (Yakutia) and Magadan District, Russia." Stephan Mueller Special Publication Series 4 (September 17, 2009): 117–45. http://dx.doi.org/10.5194/smsps-4-117-2009.

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Abstract. The Chersky seismic belt represents a zone of deformation between the North American and Eurasian plates in northeast Russia. The belt extends from the Laptev Sea into the Chersky Range where it splits into two branches. One branch extends to Kamchatka and the Aleutian-Kurile Junction, while the other branch extends south towards Sakhalin Island. Focal mechanisms indicate a change from extension to transpression in the northern Verkhoyansk Range and generally left-lateral transpression in the Chersky Range extending to northern Kamchatka. The few focal mechanisms on the second branch

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13

Bembrick, Col, Jeff Byron, and David Phipps. "Cometary astrometry with the Sydney Observatory astrograph." Symposium - International Astronomical Union 118 (1986): 271–72. http://dx.doi.org/10.1017/s0074180900151460.

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The New South Wales Branch of the British Astronomical Association is currently making use of the Sydney Observatory astrograph for cometary astrometry. Astrometric plates (16 × 16 cm) of P/Halley are being taken at a plate scale of 116 arcsec/mm with a field of 5 × 5 degrees. Plate measuring is accomplished by means of a mechanical single screw Hilger measuring machine. Plate reduction utilises the program supplied by the International Halley Watch organisation. Measurement and reduction is facilitated by the machine readable catalogue and plotting routines supplied by the United States Naval

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14

Zapata, Luis M., Carlos Graciano, and David G. Zapata-Medina. "Ultimate strength of transversal T-branch plate-to-CHS connections under compression." Thin-Walled Structures 112 (March 2017): 92–97. http://dx.doi.org/10.1016/j.tws.2016.12.019.

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15

Rosenheimer, J. L., and D. O. Smith. "Differential changes in the end-plate architecture of functionally diverse muscles during aging." Journal of Neurophysiology 53, no. 6 (1985): 1567–81. http://dx.doi.org/10.1152/jn.1985.53.6.1567.

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Architectural changes at the neuromuscular junctions of three functionally diverse muscles, the diaphragm, extensor digitorum longus (EDL), and soleus, were studied in rats from adulthood (10 mo) through senescence (31 mo). End-plate structure was examined using a silver-gold impregnation of the axon and its terminal arborization. The mean number of terminal branches per end plate, including those that appeared to exhibit signs of sprouting or degeneration, were examined as a function of age. Nerve terminal branch length, the number of major myelinated axon branches per end plate, and end-plat

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16

Chau, C. W., Y. S. Choy, Kin Tak Lau, and Yang Liu. "Noise Reduction by Using Composite Plate." Advanced Materials Research 47-50 (June 2008): 1229–32. http://dx.doi.org/10.4028/www.scientific.net/amr.47-50.1229.

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The plate silencer1 which consists of an expansion chamber with two side branch cavities covered by a light panel can achieve a desirable noise reduction in broadband theoretically. The concept is similar to drum silencer2. To attain optimal noise reduction, either the membrane should be of minimal weight while retaining very high tension or the panel should be kept with very high bending stiffness that is dependent on its geometry and mechanical properties. To achieve such goal, various kinds of composite system such as carbon fibers or aluminum were mounted on light core foam. A design of th

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17

Manca, O., B. Morrone, and S. Nardini. "Experimental Analysis of Thermal Instability in Natural Convection Between Horizontal Parallel Plates Uniformly Heated." Journal of Heat Transfer 122, no. 1 (1999): 50–57. http://dx.doi.org/10.1115/1.521427.

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An experimental investigation of natural convection between horizontal, heated, parallel plates in air was carried out by visualizing the flow and measuring the air temperature. Grashof numbers, based on the plate spacing, varied in the 1.22×105-1.06×106 range. Flow patterns and probable onset of secondary motions were observed for three heating modes: (1) both plates heated, (2) upper plate heated and lower one unheated, and (3) upper plate unheated and lower one heated. The main flow pattern resembled a C shape (C loop) for all modes. In fact, the flow penetrated inside the cavity close to t

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18

Karim, MR, MA Gulandaz, MM Mahmuda, and M. Salahuddin. "Performance Evaluation of Bari Inclined Plate Planter for Lentil Cultivation." Journal of Environmental Science and Natural Resources 10, no. 2 (2018): 39–44. http://dx.doi.org/10.3329/jesnr.v10i2.39011.

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A field trial was carried out at Farm Machinery Technology Dissemination (FMTD) project site, Sujanagor, Pabna to test performance of planting methods with Bangladesh Agricultural Research Institute (BARI) inclined plate planter, BARI Bed planter over conventional manual planting method for sowing lentil during 2014-15. Mechanical planting method with BARI Inclined Plate Planter showed highest yield (1.67 tha-1) whereas it was obtained1.54 tha-1 for bed planter and 1.41 tha-1 for conventional manual planting method. Planting methods exhibited non significant response on yield attributes like n

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19

Ma, LiXing, ZhuoPeng Shi, Kai Han, PengFei Chang, and XiaoDong He. "Numerical Simulation Study Of Squeezed Branch Piles Based On Post-grouting Technology." E3S Web of Conferences 292 (2021): 01038. http://dx.doi.org/10.1051/e3sconf/202129201038.

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The squeezed branch pile has strong resistance to pressure, pullout and horizontal force, and it also has excellent stability, which makes it widely used in the field of electrical engineering. Based on the ABAQUS, the paper simulates the vertical bearing situation of post-grouting squeezed branch piles, by setting up Set two comparisons of single pile and squeezed branch pile, the bearing capacity, load transfer mechanism and failure mode of post-grouting squeezed branch piles were comprehensively analyzed and compared. Studies have shown that the bearing capacity of the squeezed branch piles

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20

Xiong, Zhihua, Yongjian Liu, Bin Liu, and Lei Jiang. "Tension Strength Prediction of Transverse Branch Plate-to-Rectangular Joint with Concrete Filling." Frattura ed Integrità Strutturale 14, no. 54 (2020): 136–52. http://dx.doi.org/10.3221/igf-esis.54.10.

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This paper predicts the tension strength of Concrete-filled Branch Plate-to-Rectangular Hollow (CBPRH) joint by conducting experimental and theoretical analysis. A total of 46 X-joints with different geometric parameters were investigated, in which 4 specimens were tested under ultimate tension and 42 specimens were numerically analyzed. The joint’s strength, failure mode and load-displacement curve were obtained. Perfobond Leister Rib (PBR) was welded in part of the specimens to investigate its effect on joint’s tensile performance. It is shown that the ultimate strength of transverse CBPRH j

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21

Zapata, Luis M., Ihab M. El Aghoury, Amr Shaat, and Carlos Graciano. "Plastic collapse of longitudinal T-type branch plate-to-CHS connections under compression." Thin-Walled Structures 141 (August 2019): 73–84. http://dx.doi.org/10.1016/j.tws.2019.03.054.

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22

Yuan, Weitao, Jinfeng Zhao, Yang Long, Jie Ren, and Zheng Zhong. "Multi-branch valley-chiral edge states of antisymmetric plate wave in phononic crystal plates with double-sided symmetric pillars." International Journal of Mechanical Sciences 197 (May 2021): 106347. http://dx.doi.org/10.1016/j.ijmecsci.2021.106347.

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23

WANDERLEY, JUAN B. V., and THOMAS C. CORKE. "Boundary layer receptivity to free-stream sound on elliptic leading edges of flat plates." Journal of Fluid Mechanics 429 (February 25, 2001): 1–21. http://dx.doi.org/10.1017/s0022112000002548.

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The leading-edge receptivity to acoustic waves of two-dimensional bodies is investigated using a spatial solution of the Navier–Stokes equations in vorticity/stream function form in general curvilinear coordinates. The free stream is composed of a uniform flow with a superposed periodic velocity fluctuation of small amplitude. The method follows that of Haddad & Corke (1998), in which the solution for the basic flow and the linearized perturbation flow are solved separately. The initial motivation for the work comes from past physical experiments for flat plates with elliptic leading edges

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24

Gao, Xiao Juan, and Yue Hui Li. "Numerical Simulation of Squeezed Branch and Plate Pile Subjected to Vertical and Lateral Loads." Advanced Materials Research 926-930 (May 2014): 597–600. http://dx.doi.org/10.4028/www.scientific.net/amr.926-930.597.

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Based on the theoretical analysis results, the bearing behavior of squeezed and branch pile under vertical load and lateral load was analyzed in this paper. The mean works include the influence of vertical load on the pile lateral bearing capacity and influence of the lateral load on the vertical load bearing capacity. The factors influence the bearing capacity of pile such as elastic modulus of soil around and under pile bottom, pile length, plate position are also analyzed.

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25

Voth, Andrew P., and Jeffrey A. Packer. "Branch Plate-to-Circular Hollow Structural SectionConnections. I: Experimental Investigation and Finite-Element Modeling." Journal of Structural Engineering 138, no. 8 (2012): 995–1006. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000505.

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26

Hassan, M. M., H. Ramadan, M. Abdel-Mooty, and S. A. Mourad. "Experimental and numerical study of one-sided branch plate-to-circular hollow section connections." Steel and Composite Structures 19, no. 4 (2015): 877–95. http://dx.doi.org/10.12989/scs.2015.19.4.877.

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27

Voth, Andrew P., and Jeffrey A. Packer. "Numerical study and design of T-type branch plate-to-circular hollow section connections." Engineering Structures 41 (August 2012): 477–89. http://dx.doi.org/10.1016/j.engstruct.2012.03.034.

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28

Liao, Shi-Jun. "A new branch of solutions of boundary-layer flows over a permeable stretching plate." International Journal of Non-Linear Mechanics 42, no. 6 (2007): 819–30. http://dx.doi.org/10.1016/j.ijnonlinmec.2007.03.007.

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29

Liao, Shijun. "A new branch of solutions of boundary-layer flows over an impermeable stretched plate." International Journal of Heat and Mass Transfer 48, no. 12 (2005): 2529–39. http://dx.doi.org/10.1016/j.ijheatmasstransfer.2005.01.005.

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30

Trinh, Hoang Tran Mai Kim, Sanaul Chowdhury, Minh Tuong Nguyen, and Tingting Liu. "Optimising flat plate buildings based on carbon footprint using Branch-and-Reduce deterministic algorithm." Journal of Cleaner Production 320 (October 2021): 128780. http://dx.doi.org/10.1016/j.jclepro.2021.128780.

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31

Paul, Christopher R. C. "Testing for homologies in the axial skeleton of primitive echinoderms." Journal of Paleontology 91, no. 4 (2017): 582–603. http://dx.doi.org/10.1017/jpa.2016.151.

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AbstractThe extraxial axial theory is used to investigate homology of ambulacral and oral plating because it predicts terminal branching and terminal addition of plates in the axial skeleton, although exceptions to the former may occur in some Paleozoic echinoderms. The variety of morphological designs and anomalous individuals also provide tests of plate homology. Homology of ambulacra is generally accepted, with the hydropore and/or single gonopore in Carpenter’s CD interray. In the 2-1-2 ambulacral pattern the unbranched ambulacrum is always in Carpenter’s A ray. All ambulacral morphology r

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32

Jia, Jin Lu, Zhong Fu Wang, and Jian Hua Zheng. "Experimental Study on Bearing Behavior of Large-Diameter Overlength Squeezed Branch Pile." Advanced Materials Research 243-249 (May 2011): 3244–50. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.3244.

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Squeezed branch pile is based on the traditional uniform pile in development of a new type of pile, with a high bearing capacity, settlement of small features widely used in the engineering. Based on the actual project site static test, analyzed the vertical bearing capacity characteristics of two adjacent squeezed branch piles; By means of testing of the pile stress gauge steel embedded in different parts of piles, the axial force transfer characteristics of the body, support plate side resistance drag and play characteristics of the squeezed branch pile were analyzed. The results showed that

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33

Ferdows, M., Faris Alzahrani, and Shuyu Sun. "Dual solution of boundary-layer flow driven by variable plate and streaming-free velocity." Advances in Mechanical Engineering 12, no. 7 (2020): 168781402093084. http://dx.doi.org/10.1177/1687814020930849.

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This article presents a numerical study to investigate boundary-layer heat transfer fluid associated with a moving flat body in cooperation of variable plate and streaming-free velocity along the boundary surface in the laminar flow. The thermal conductivity is supposed to vary linearly with temperature. Similarity transformations are applied to render the governing partial differential equations for mass, momentum and energy into a system of ordinary differential equations to reveal the possible existence of dual solutions. MATLAB package has been used to solve the boundary value problem nume

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34

Lv, Bing, and Xiao Juan Gao. "Model Test Study of Squeezed Branch Pile under Horizontal Vibration Load." Applied Mechanics and Materials 580-583 (July 2014): 109–12. http://dx.doi.org/10.4028/www.scientific.net/amm.580-583.109.

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Based on the self-design model experimental system of dynamic soil-pile dynamic interaction, strong horizontal dynamic load was exerted to two models of squeezed branch pile, and the bearing plate location of the two squeezed branch piles is different. The model experiment adopt digital frequency converter to control the loading frequency, and use spring of different stiffness coefficient to achieve different load level. In order to analyze the action of bending moment and the status of lateral earth pressure changes, different sizes of excitation frequency and excitation load were setted duri

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35

Muranaka, Yoichi, Raifu Murai, Masakazu Takahashi, and Genichiro Kinoshita. "Development of Six-Axis Force Sensor Using Plate Spring." Journal of Robotics and Mechatronics 5, no. 1 (1993): 46–52. http://dx.doi.org/10.20965/jrm.1993.p0046.

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This paper describes a six-axis force sensor for robot manipulators which consists of a cross-shaped plate spring formed from a 160mmx160mm, lmm thick beryllium- copper plate. The plate spring is twisted through a 90° angle at the mid-point of each branch of the crossshaped spring so that it consists of eight flat springs aligned on two orthogonal axes. Six components of the force/.torque vector acting on the end-effector are measured using strain gauges cemented at sixteen locations of the plate spring. Optimal locations of strain gauges are determined through the calculation of strain distri

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36

Takada, Youichiro, and Mitsuhiro Matsu'ura. "Geometric evolution of a plate interface-branch fault system: Its effect on tectonics in Himalaya." Himalayan Journal of Sciences 2, no. 4 (2008): 258. http://dx.doi.org/10.3126/hjs.v2i4.935.

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37

Gao, Xiao Juan, and Yan Sun. "Load Bearing Capacity Analysis of Squeezed Branch and Plate Pile under Vertical and Lateral Loads." Advanced Materials Research 255-260 (May 2011): 3110–13. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.3110.

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Considering the initial stress field and concrete damage, no-linearity caused by crack of concrete, non-linear of reinforcement, elastic-plastic of soil around pile, couple interaction between concrete and steel, non-linearity contact of interface between pile and soil, the lateral load bearing capacity of squeezed branch and plate pile under vertical and lateral load is studied with infinite element and finite element couple method. The results indicate that the vertical load decreases the lateral displacement of pile top and increase the pile lateral load bearing capacity at the same time.

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38

Voth, Andrew P., and Jeffrey A. Packer. "Branch Plate-to-Circular Hollow Structural SectionConnections. II: X-Type Parametric Numerical Study and Design." Journal of Structural Engineering 138, no. 8 (2012): 1007–18. http://dx.doi.org/10.1061/(asce)st.1943-541x.0000545.

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39

Chen, Song-Lu, Chun Yang, Jia-Wei Ma, Feng Chen, and Xu-Cheng Yin. "Simultaneous End-to-End Vehicle and License Plate Detection With Multi-Branch Attention Neural Network." IEEE Transactions on Intelligent Transportation Systems 21, no. 9 (2020): 3686–95. http://dx.doi.org/10.1109/tits.2019.2931791.

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40

Voth, Andrew P., and Jeffrey A. Packer. "Numerical study and design of skewed X-type branch plate-to-circular hollow section connections." Journal of Constructional Steel Research 68, no. 1 (2012): 1–10. http://dx.doi.org/10.1016/j.jcsr.2011.06.005.

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41

Zhao, Bi D., Yu Chen, Cheng Q. Liu, Han D. Wu, Tao Wang, and Xiao D. Wei. "An axial semi-rigid connection model for cross-type transverse branch plate-to-CHS joints." Engineering Structures 181 (February 2019): 413–26. http://dx.doi.org/10.1016/j.engstruct.2018.12.042.

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42

Neganov, Dmitry A., Eugeny P. Studenov, Sergey V. Skorodumov, and Oleg A. Kozyrev. "Failure analysis of pipeline on-site manufacturing details." SCIENCE & TECHNOLOGIES OIL AND OIL PRODUCTS PIPELINE TRANSPORTATION 10, no. 6 (2020): 586–98. http://dx.doi.org/10.28999/2541-9595-2020-10-6-586-598.

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About 4 % of the connecting pieces used in the construction of oil pipelines in the 1950s–1970s were manufactured in the field. Despite the fact that in recent years the number of such parts has significantly reduced, failures associated with their lack of reliability occupy a noticeable share in the total number of failures in the system of oil trunk pipelines. The purpose of this work is to analyze the typical causes of failure of connecting parts using the example of a tee bend with a reinforcing plate. The authors carried out structural and fractographic studies of the defective structure.

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43

Wang, Meng Hong, Bao Chao Xiong, Song Song Shi, and Yu Wei Zhang. "Ultimate Strength Research of the Tube-Plate Connection of K-Shape." Advanced Materials Research 243-249 (May 2011): 724–29. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.724.

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Based on relevant flow rule, Von Mises yield condition and the virtual displacement principle determined by the updated-Lagrange configuration, nonlinear finite-element analysis of the tube-plate connection of K-shape by ANSYS program is studied in this thesis. In order to study the influence of main pipe to the ultimate strength of the tube-plate connection of K-shape, two geometric parameters are considered, D, diameter of the main pipe; T, thickness of the main pipe .Three typical failure modes, gusset yielding, main pipe excessive plastic deformation failure and branch local buckling are a

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44

Cheng, Yong, Jing Lu, and Can Wang. "Design of a Multiple Band Vehicle-Mounted Antenna." International Journal of Antennas and Propagation 2019 (December 16, 2019): 1–11. http://dx.doi.org/10.1155/2019/6098014.

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This paper designs a vertically polarized, horizontal, omnidirectional vehicle antenna for the mobile communication band, covering the available frequency bands of the wireless sensor network and 5G. The antenna is composed of semi-T monopole and semicone monopole, which are placed vertically on the metal plate, especially suitable for being mounted on top of a car. T-branch mainly works at low frequency, and cone branch mainly works at high frequency. The cone branch adopts tapered structure in order to improve the impedance matching of antenna and increase the bandwidth of antenna. The anten

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45

Zapata, Luis Miguel, and Carlos Graciano. "03.24: Compressive strength of transverse and longitudinal T-type branch plate-to-circular hollow section connections." ce/papers 1, no. 2-3 (2017): 693–701. http://dx.doi.org/10.1002/cepa.108.

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46

Tan, Yue, Xiang-Cheng You, Hang Xu, and Shi-Jun Liao. "A new branch of the temperature distribution of boundary-layer flows over an impermeable stretching plate." Heat and Mass Transfer 44, no. 5 (2007): 501–4. http://dx.doi.org/10.1007/s00231-007-0283-2.

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47

Lal, Hitesh, Pankaj Bansal, Rahul Khare, and Deepak Mittal. "Tardy Palsy of Descending Branch of Posterior Interosseous Nerve: Sequela to Plate Osteosynthesis of Forearm Bones." Journal of Hand Surgery 35, no. 2 (2010): 274–76. http://dx.doi.org/10.1016/j.jhsa.2009.10.027.

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Brandt, Luca, Denis Sipp, Jan O. Pralits, and Olivier Marquet. "Effect of base-flow variation in noise amplifiers: the flat-plate boundary layer." Journal of Fluid Mechanics 687 (October 14, 2011): 503–28. http://dx.doi.org/10.1017/jfm.2011.382.

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AbstractNon-modal analysis determines the potential for energy amplification in stable flows. The latter is quantified in the frequency domain by the singular values of the resolvent operator. The present work extends previous analysis on the effect of base-flow modifications on flow stability by considering the sensitivity of the flow non-modal behaviour. Using a variational technique, we derive an analytical expression for the gradient of a singular value with respect to base-flow modifications and show how it depends on the singular vectors of the resolvent operator, also denoted the optima

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Dabash, Sherif, Eric Potter, Elizabeth Pimentel, et al. "Radial Plate Fixation of Distal Radius Fracture." HAND 15, no. 1 (2018): 103–10. http://dx.doi.org/10.1177/1558944718787290.

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Background: A radial incision with radial plate fixation for distal radius fracture has historically been avoided due to its risk to the superficial branch of the radial nerve (SBRN). With careful technique, it is possible to avoid injury to the SBRN, thereby minimizing the soft tissue injury associated with other approaches. We compare subjective and objective functional outcomes of radial plate fixation surgeries that we performed with those of dorsal and volar plate fixation in current literature. Methods: Patients at a single center who underwent radial plate fixation for an AO type A or A

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Chen, Yanbin, Xiaojuan Ren, Jimin Zhao, et al. "Novel UHF RFID Near-Field Reader Antenna with Uniform Vertical Electric Field Distribution." International Journal of Antennas and Propagation 2020 (August 24, 2020): 1–13. http://dx.doi.org/10.1155/2020/6078402.

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This paper presents two novel UHF RFID near-field reader antennas with uniform vertical electric field distribution. The two antennas have the following common characteristics. First, the radiating parts of the two antennas are simulated and fabricated by the microstrip lines and work using the leakage wave principle of microstrip lines. Second, the end of microstrip lines match the load to form a traveling wave mode of operation, so the two antennas have broadband characteristics. Third, both antennas are fed in a coaxial manner at the center of the antenna. The simulation and measurement res

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