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  1. 1101
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  3. 1103

    Polarized Uniform Linear Array System: Beam Radiation Pattern, Beamforming Diversity Order, and Channel Capacity by Xin Su, KyungHi Chang

    Published 2015-01-01
    “…The results show that, for PULA systems, the channel capacity, which is boosted by beamforming diversity, can be determined using the channel gain, beam radiation pattern, and beamforming diversity order (BDO), where the BDO is dependent on the antenna characteristics and array configurations.…”
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  4. 1104

    Effectiveness of Complementary Therapy Decoction of Celery Leaves and Bay Leaves on Reducing Hypertension in Paku Alam Village by Trisna Devina, Muhammad Riduansyah, Rifa’atul Mahmudah

    Published 2025-01-01
    “…Sampel adalah pasien hipertensi di Desa Paku Alam berjumlah 14 orang dengan teknik pengambilan sampel adalah purposive sampling. …”
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  5. 1105
  6. 1106

    Determination of $$\mathcal{C}\mathcal{P}$$ C P -violating HZZ interaction with polarised beams at the ILC by Cheng Li, Gudrid Moortgat-Pick

    Published 2025-01-01
    “…Abstract We study possible $${\mathcal{C}\mathcal{P}}$$ C P -violation effects of the 125 GeV Higgs to Z boson coupling at the 250 GeV ILC with transverse and longitudinal beam polarisation via the process $$e^+ e^- \rightarrow HZ \rightarrow H \mu ^-\mu ^+$$ e + e - → H Z → H μ - μ + . …”
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  7. 1107

    Mechanical Properties of Microsteel Fiber Reinforced Concrete and Its Gradient Design in the Partially Reinforced RC Beam by Xiaobing He, Yakun Fang, Qi Luo, Yong Cao, Han Lu, Runping Ma

    Published 2020-01-01
    “…Moreover, the width and height of the cracks in the partially reinforced beam developed much slower than those in the reference beam, and the steady state in which all cracks emerged appeared later; meanwhile, the crack spacing in the pure bending region was smaller, and the number of cracks in the bending-shear region was less, which means that the partially reinforced beam is of excellent properties to resist cracking and bending. …”
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  8. 1108

    Analysis of Joint Angular Distribution for Nonreciprocal Beams via the Mixture of Gaussian Distribution Based on Ray-Tracing by Jiachi Zhang, Liu Liu, Zhenhui Tan, Kai Wang, Tao Zhou

    Published 2022-01-01
    “…The angular distribution is pivotal to beam channel modeling and characterization since transceiver beams filter rays in the angular domain. …”
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  9. 1109

    Experimental Study on Mechanical Performance of U-Shaped Steel-Encased Concrete Composite Beam-Girder Joints by Zhangqi Hu, Ran He, Yukui Wang, Weirong Lv, Jingchao Li

    Published 2021-01-01
    “…This paper proposes a novel U-shaped steel-encased concrete composite beam-girder joint (referred to herein as the novel composite beam-girder joint), in which the U-shaped beams at two sides (L and R) are inserted into a shaped sleeve, and the U-shaped girder and two U-shaped beams are connected by the shaped sleeve through welding. …”
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  10. 1110

    Simulation of interferometric imaging with EISCAT_3D for fine-scale in-beam incoherent scatter spectra measurements by D. Huyghebaert, D. Huyghebaert, B. Gustavsson, J. Vierinen, A. Kvammen, M. Zettergren, J. Swoboda, I. Virtanen, S. M. Hatch, K. M. Laundal

    Published 2025-01-01
    “…<p>The 233 MHz EISCAT_3D radar system currently under construction in northern Fennoscandia will be able to resolve ionospheric structures smaller than the transmit beam dimensions through the use of interferometric imaging. …”
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  11. 1111

    Performance of Retrofitted Self-Compacting Concrete-Filled Steel Tube Beams Using External Steel Plates by Ahmed A. M. AL-Shaar, Mehmet Tolga Göğüş

    Published 2018-01-01
    “…Self-compacting concrete-filled steel tube (SCCFST) beams, similar to other structural members, necessitate retrofitting for many causes. …”
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  12. 1112

    Dynamic Response of Graphitic Targets with Tantalum Cores Impacted by Pulsed 440-GeV Proton Beams by Pascal Simon, Philipp Drechsel, Peter Katrik, Kay-Obbe Voss, Philipp Bolz, Fiona J. Harden, Michael Guinchard, Yacine Kadi, Christina Trautmann, Marilena Tomut

    Published 2021-01-01
    “…The study comprises different graphite grades, such as polycrystalline, expanded and carbon-fiber reinforced graphite, and low-density graphitic foams, all candidates for beam-intercepting devices in high-power accelerators. …”
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  13. 1113
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    The Effect of Annealing on the Structural and Optical Properties of Titanium Dioxide Films Deposited by Electron Beam Assisted PVD by Yaser M. Abdulraheem, Sahar Ghoraishi, Lidia Arockia-Thai, Suji K. Zachariah, Moustafa Ghannam

    Published 2013-01-01
    “…Titanium dioxide thin films were deposited on crystalline silicon substrates by electron beam physical vapor deposition. The deposition was performed under vacuum ranging from 10−5 to 10−6 Torr without process gases, resulting in homogeneous TiO2-x layers with a thickness of around 100 nm. …”
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  15. 1115

    Flexural Behavior of UHPC Beams Reinforced with Macro-Steel Fibers and Different Ratios of Steel and GFRP Bars by Yousef Abbasi Parvin, Taleb Moradi Shaghaghi, Masoud Pourbaba, Seyed Saeed Mirrezaei, Yousef Zandi

    Published 2024-05-01
    “…Similar procedure was carried for beams reinforced with conventional rebars. Additionally, Nonlinear regression analyses were also carried out to simulate the flexural load-deflection behavior of the beams. …”
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  16. 1116

    Performance of Shear Connector in Composite Slab and Steel Beam with Reentrant and Open Trough Profiled Steel Sheeting by Alemu Feyissa, Goshu Kenea

    Published 2022-01-01
    “…The component of composite structure considered in the study contains composite slab, profiled steel sheeting, steel beam, shear connector, and reinforcement cages. The investigation mainly focused on the structural performance of demountable shear connectors in composite slabs and steel beams with profiled steel sheeting. …”
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  17. 1117
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    Assessing the Instantaneous Stiffness of Cracked Reinforced Concrete Beams Based on a Gradual Change in Strain Distributions by Chunyu Fu, Dawei Tong, Yuyang Wang

    Published 2020-01-01
    “…Concrete cracking causes a gradual change in strain distributions along the cross section height of reinforced concrete beams, which will finally affect their instantaneous stiffness. …”
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