• Title/Summary/Keyword: 3D isolators

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Power Amplifier Module for Envelope Tracking WCDMA Base-Station Applications (포락선 추적 WCDMA 기지국 응용을 위한 전력증폭기 모듈)

  • Jang, Byung-Jun;Moon, Jun-Ho
    • Journal of Satellite, Information and Communications
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    • v.5 no.2
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    • pp.82-86
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    • 2010
  • In this paper, a power amplifier module for WCDMA base-station applications is designed and implemented using GaN field-effect transistors (FETs), which uses an envelope tracking bias system. The designed module consists of an high gain MMIC amplifier, a driver amplifier, a power amplifier, and bias circuits for envelope tracking applications. Especially, a FET bias sequencing circuit and two isolators are integrated for stable RF operations. All circuits are assembled within a single housing, so its dimension is just $17.8{\times}9.8{\times}2.0\;cm3$. Measured results show that the developed power amplifier module has good envelope tracking capability: the power-added efficiency of 35% at the output power range from 30dBm to 40dBm over a wide range of drain bias.

A Study on Development of an Active Hybrid Mount for Naval Ships (함정용 능동 하이브리드 마운트 개발에 대한 연구)

  • Moon, Seok-Jun;Ji, Yong-Jin;Yoon, Jeong-Sik;Choi, Seung-Bok;Lee, Hyun-Yup;Kim, Jae-Ho;Jung, Woo-Jin
    • Journal of the Society of Naval Architects of Korea
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    • v.45 no.3
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    • pp.288-295
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    • 2008
  • Passive-type control devices such as resilient mounts and wire rope isolators are generally used for protecting the shipboard equipment from shock loading and for suppressing the mechanical vibration of the equipment in naval ships. To improve the performance of the control device, a new hybrid mount is under development in this study. This mount consists of a passive-type rubber element and an active-type piezo-stack element. It can be expected that the mount has enhanced performance of about 20 dB or more with respect to transmissibility through a series of performance tests of prototype mount.

Fourier Domain Optical Coherence Tomography for Retinal Imaging with 800-nm Swept Source: Real-time Resampling in k-domain

  • Lee, Sang-Won;Song, Hyun-Woo;Kim, Bong-Kyu;Jung, Moon-Youn;Kim, Seung-Hwan;Cho, Jae-Du;Kim, Chang-Seok
    • Journal of the Optical Society of Korea
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    • v.15 no.3
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    • pp.293-299
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    • 2011
  • In this study, we demonstrated Fourier-domain/swept-source optical coherence tomography (FD/SS-OCT) at a center wavelength of 800 nm for in vivo human retinal imaging. A wavelength-swept source was constructed with a semiconductor optical amplifier, a fiber Fabry-Perot tunable filter, isolators, and a fiber coupler in a ring cavity. Our swept source produced a laser output with a tuning range of 42 nm (779 to 821 nm) and an average power of 3.9 mW. The wavelength-swept speed in this configuration with bidirectionality is 2,000 axial scans per second. In addition, we suggested a modified zero-crossing method to achieve equal sample spacing in the wavenumber (k) domain and to increase the image depth range. FD/SS-OCT has a sensitivity of ~89.7 dB and an axial resolution of 10.4 ${\mu}m$ in air. When a retinal image with 2,000 A-lines/frame is obtained, an acquisition speed of 2.0 fps is achieved.

Retrofitting of vulnerable RC structures by base isolation technique

  • Islam, A.B.M. Saiful;Jumaat, Mohd Zamin;Ahmmad, Rasel;Darain, Kh. Mahfuz ud
    • Earthquakes and Structures
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    • v.9 no.3
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    • pp.603-623
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    • 2015
  • The scale and nature of the recent earthquakes in the world and the related earthquake disaster index coerce the concerned community to become anxious about it. Therefore, it is crucial that seismic lateral load effect will be appropriately considered in structural design. Application of seismic isolation system stands as a consistent alternative against this hazard. The objective of the study is to evaluate the structural and economic feasibility of reinforced concrete (RC) buildings with base isolation located in medium risk seismic region. Linear and nonlinear dynamic analyses as well as linear static analysis under site-specific bi-directional seismic excitation have been carried out for both fixed based (FB) and base isolated (BI) buildings in the present study. The superstructure and base of buildings are modeled in a 3D finite element model by consistent mass approach having six degrees of freedom at each node. The floor slabs are simulated as rigid diaphragms. Lead rubber bearing (LRB) and High damping rubber bearing (HDRB) are used as isolation device. Change of structural behaviors and savings in construction costing are evaluated. The study shows that for low to medium rise buildings, isolators can reduce muscular amount of base shears, base moments and floor accelerations for building at soft to medium stiff soil. Allowable higher horizontal displacement induces structural flexibility. Though incorporating isolator increases the outlay, overall structural cost may be reduced. The application of base isolation system confirms a potential to be used as a viable solution in economic building design.

Embedment Effect of Foundation on the Response of Base-Isolated NPP Structure (기초의 묻힘이 면진 원전구조물의 지진응답에 미치는 효과)

  • Lee, Eun-Haeng;Kim, Jae-Min;Lee, Sang-Hoon;Kim, Jae-Hee
    • Journal of the Computational Structural Engineering Institute of Korea
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    • v.29 no.5
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    • pp.377-388
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    • 2016
  • This study is aimed to evaluate the embedment effect of foundation as compared to the surface foundation on the response of a base-isolated nuclear power plant structure. For this purpose, the boundary reaction method (BRM), which is a two-step frequency domain and time domain technique, is used for the nonlinear SSI analysis considering nonlinear behavior of base isolators. The numerical model of the BRM is verified by comparing the numerical results obtained by the BRM and the conventional frequency-domain SSI analysis for an equivalent linear SSI system. Finally, the displacement response of the base isolation and the horizontal response of the structure obtained by the nonlinear SSI analysis using the moat foundation model are compared with those using the surface foundation model. The comparison showed that the displacement response of the base isolation can be reduced by considering the embedment effect of foundation.