• Title/Summary/Keyword: L형

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Double Resonance Characteristics of Crossed Planar Monopole Antenna by L-Shaped Slit (L형 슬릿에 의한 십자형 평판 모노폴 안테나의 이중공진 특성)

  • Shim, Jae-Ruen
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.8 no.3
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    • pp.508-512
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    • 2007
  • In this paper, a novel wideband crossed planar monopole antenna with the double resonance characteristics is proposed. The proposed monopole antenna consists of a wideband crossed planar monopole antenna and L-shaped slits. In order to generate double resonance characteristics on the proposed monopole antenna, the length of L-shaped slit on the antenna surface is obtained from the quarter-wavelength of the second resonance frequency The double resonance characteristics of the proposed antenna can be easily designed by the control of length of L shaped slit at an interesting frequency. The proposed antenna having an omnidirectional radiation pattern and a high gain over the double resonance frequency bands, respectively, is suitable for mobile multiband antenna.

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Experimental Study on Detection of Crack for Coupled Bending-torsional Vibrations of L-beams (횡-비틀림 연성진동하는 L형 단면 보의 크랙 검출에 대한 실험적 연구)

  • Son, In-Soo;Lee, Doo-Ho;No, Tae-Woo
    • Transactions of the Korean Society for Noise and Vibration Engineering
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    • v.21 no.2
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    • pp.169-177
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    • 2011
  • In this paper, the natural frequency of a cracked cantilever L-beams with a coupled bending and torsional vibrations is investigate by theory and experiment. In addition, a method for detection of crack in a cantilever L-beams is presented based on natural frequency measurements. The governing differential equations of a cracked L-beam are derived via Hamilton's principle. The two coupled governing differential equations are reduced to one sixth order ordinary differential equation in terms of the flexural displacement. Futher, the dynamic transfer matrix method is used for calculation of a exact natural frequencies of L-beams. The crack is assumed to be in the first mode of fracture and to be always opened during vibrations. In this study, the differences between the actual and predicted positions and sizes of crack are less than about 10 % and 39.5 % respectively.

Experimental Study on the Buckling Behavior of L-Shaped Header System (L-헤더 시스템의 좌굴 거동에 관한 실험 연구)

  • Park, Wan Soon;Kim, Gap Deuk
    • Journal of Korean Society of Steel Construction
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    • v.14 no.5 s.60
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    • pp.665-674
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    • 2002
  • The back-to-back and box-shaped headers used in light gauge steel structures have some disadvantages, i.e., construction efficiency and cost competitiveness. As such, cold-formed steel L-shaped headers have been developed and are used actively in advanced nations. However, this system has not been used in Korea because of inadequate investigation and adaptation efforts and lack of application example. Thus, this research evaluated the structural performance of L-header using buckling analyses and bending tests. Test results were compared using the AISI design criteria. Test results showed that local buckling and distortional buckling governed buckling behavior in gravity loads and uplift loads, respectively. These results were consistent with the calculated nomial strengths using the AISI design criteria.

Design of a Multiband MIMO Antenna for USB Dongle Application (USB Dongle에 적용을 위한 다중 대역 MIMO 안테나 설계)

  • Lee, Young-Ki;Choi, Jea-Hoon
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.23 no.4
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    • pp.441-448
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    • 2012
  • This paper proposes a multiband Multi-Input Multi-output(MIMO) antenna for universal serial bus(USB) dongle application. The proposed MIMO antenna consists of a modified meander strip line and inverted L stub. The two radiating elements of the MIMO antenna are symmetrically placed with respect to the center of the ground plane. The fabricated antenna satisfied a VSWR below 3 and an efficiency over 35 % in the LTE band 13, 17(704 MHz-787 MHz), DCS/PCS/WCDMA band(1.71 GHz-2.17 GHz), and LTE band 7(2.5 GHz-2.7 GHz). The envelope correlation coefficient(ECC) has below 0.45 in the LTE band 13, 17 and 0.1 in the DCS/PCS/WCDMA band and LTE band 7, respectively.

A new species of Viola (Violaceae): V. breviflora Jungsim Lee & M. Kim (제비꽃속(제비꽃과)의 신종 : 방울제비꽃 (Viola breviflora Jungsim Lee & M. Kim))

  • Lee, Jungsim;Hwang, Yong;Kim, Muyeol
    • Korean Journal of Plant Taxonomy
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    • v.44 no.2
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    • pp.84-87
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    • 2014
  • A new species, Viola breviflora Jungsim Lee & M. Kim is named and described from Mt. Seogbyeongsan, Gangwondo Province, Korea. The Viola breviflora shares several characteristics (acaulescent leaves, white flowers, pubescent leaf blades and petioles, etc.) with its related species V. keiskei Miq., but is distinct from V. keiskei which has cordate leaf shapes, deep-cordate leaf bases, long pedicels, few flowers, shapeless rhizomes, green fruits, and low altitude habitats by having ovate leaf shapes, shallow-cordate leaf bases, short pedicels, many flowers, Lshape rhizomes, purplish green fruits, and high altitude habitats.

Shaking Table Tests for Evaluation of Seismic Performance of L-type Caisson Quay Walls (L형 케이슨 안벽 구조물의 내진성 평가를 위한 진동대 시험)

  • 한진태;황재익;이용재;김명모
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2003.03a
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    • pp.148-156
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    • 2003
  • Shaking table tests and pseudo-static analysis were performed, in this study, on newly-designed aseismatic L-type caisson quay walls, which were constructed by extending the bottom plate of gravity quay walls into the backfill soil. The L-type quay walls are expected to give economical benefits by reducing the cross-sectional area of the wall while maintaining its aseismatic efficiency as much as the classical caisson gravity quay wall. To confirm the effectiveness of the L-type structure, the geometry of L-type quay walls were varied for shaking table tests. And, to verify the influence of backfill soils on the seismic behavior of quay walls, additional shaking table tests were performed on the L-type quay wall after the backfill soils were replaced by gravels and light materials. As a result, it was found that L-type caisson quay walls are good earthquake resistant structures but increasing the length of bottom plate did not proportionally increase the effectiveness of the structure in its aseismatic performance. Replacing the backfill soils by the gravels and light materials, contrary to our expectation, was not an effective measure in improving the seismic performance of L-type caisson quay wall.

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Design Analysis of Impedance Matching Circuit by Phasor Plot (페이저도에 의한 임피던스 정합회로 설계 해석)

  • Weon, La-Kyoung
    • Journal of the Korea Institute of Information and Communication Engineering
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    • v.26 no.11
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    • pp.1686-1696
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    • 2022
  • The impedance matching circuit design technique based on the phasor plot introduced in this paper is based on the impedance triangle of electric circuit. It is a technique that designs through the construction of a phasor figure using the values given to the matching circuit design. The design pattern is based on L-type, inverted L-type, T-type, and 𝜋-type, and unknown reactance elements are determined through phasor shapes. In this paper, using a design by phasor plot, we design several cases, such as the case where the input and output ports are pure resistance and have reactance. It was confirmed that the design value was verified by serial-parallel equivalent conversion to achieve matching. This design technique can immediately grasp the phase or size of input/output power, so it is expected to be applied mainly in a low frequency band due to rapid design change and application.

Tensile Experiment and FE Analysis of L-type Flange Bolt Connection in Wind Turbine Support Structures (풍력터빈 지지구조물의 볼트 체결된 L형 플랜지에 대한 인장 실험 및 FE해석)

  • Dae-Jin Jung;Ik-Qhang Choi
    • Journal of Wind Energy
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    • v.15 no.2
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    • pp.37-44
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    • 2024
  • In this study, a tensile test and FE analysis were conducted on a bolt-connected L-shaped flange to evaluate its behavior and load resistance. A total of five specimens were manufactured using the inner and outer distances and bolt diameters of the L-type flange as experimental variables. As a result of the tensile test of the L-shaped flange, as the internal and external length ratio (b/a) increased, the maximum load decreased and the maximum displacement increased. As the diameter (d) of the bolt increased, the maximum load and the deformation of the wall increased. The shapes of the destruction specimens showed two forms of destruction: one due to the fall of the nut and the surrender of the bolt as the thread of the bolt and nut was worn out, followed by the surrender of the wall. As a result of FE analysis, it was found that elasto-plastic model (EPM) analysis similarly tracks the behavior of the tensile test results.

The Design of Stack Structure Antenna Using the U-Slot patch for 800MHz Multiple Band Applications (U-Slot 패치를 이용한 800MHz 다중대역용 적층구조)

  • Park, Jung-Ah;Yoon, Chi-Moo;Kim, Kab-Ki
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2008.05a
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    • pp.121-124
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    • 2008
  • In this paper, we will design a 800MHz broadband antenna after a problem of the narrow bandwidth is improved. This multiple band antenna unifies the CDMA(Code Division Multiple Access), GSM(Global System for Mobile telecommunication) and TRS(Trunked Radio System) band in the UHF bandwidth, and then it is possible at the shore base station or repeater as the commercial use. It used the duplex resonance effect It had the L-shaped feeding structure which adds the V-slot. And it improved profit using stack structure. It was measured that the frequency bandwidth of the designed antenna which is planed $792{\sim}1040MHz$ with 248MHz(33%). And the antenna gain is 9.4dBi, 3dB beam width $60^{\circ}$ in radiation pattern.

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An Experimental Study on Structural Performance of Welded Built-up Square CFT Stub Columns (용접조립 각형 CFT 단주의 구조특성에 관한 실험적 연구)

  • Lee, Seong Hui;Choi, Young Hwan;Yom, Kyong Soo;Kim, Jin Ho;Choi, Sung Mo
    • Journal of Korean Society of Steel Construction
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    • v.20 no.5
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    • pp.645-653
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    • 2008
  • Welded built-up square tubes are manufactured by flare welding at the center of the column width for cold-formed L-shaped four-piece plates and improved composite effect of concrete and steel by vertical inner anchor. Also, the axial resistance of concrete is increased by the thinness of the steel column, and the composite effect of concrete and steel prevents the steel column from local buckling. In this study, we introduced a manufacturing method of built-up square column steel square concrete-filled tubular column with vertical inner anchor and superior structural performance of the square stub column verified by the structural test for 15 specimens with parameters of shape of tube (built-up square tube, general steel tube), width over thickness of the steel tube (B/t=50, 58, 67) and the strength of concrete (f'c=10MPa, 50MPa).