• 한국소음진동공학회논문집
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• 제14권6호
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• pp.503-511
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• 2004

본 연구에서는 푸리에 모델, 확률 모델, 그리고 Newmark 설계 스펙트럼 방법과 같은 응답예측 모델을 사용하여 속도의존형 감쇠장치에 의해 제어되는 구조물의 응답과 제어기의 최대제어력을 예측하였다. 이를 위해, 유사 속도로부터 실제 속도를 예측하는 방법이 제안되었으며, 이 방법은 감쇠장치에 의해 증가되는 감쇠비의 실제속도에 대한 효과를 고려한다. 시간이력해석결과는 정확한 최대제어력을 예측하기 위해서는 실제속도가 사용되어야 하며, 제안된 방법에 의해 수정된 Newmark 설계 스펙트럼이 가장 전 주기구간에 걸쳐 정확한 예측 값을 산정함을 보여준다.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2002년도 추계 학술발표회 논문집
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• pp.189-196
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• 2002

The capacity of CFS piers has not been used to a practical design, because there is no guide of a seismic design for CFS piers. Therefore, the guide of a seismic design value is derived from tests of CFS piers in order to apply it to a practical seismic design. Steel piers and concrete-filled steel piers are tested with constant axial load using quasi-static cyclic lateral load to check ductile capacity and using the real Kobe ground motion of pseudo-dynamic test to verify seismic performance. The results prove that CFS piers have more satisfactory ductility and strength than steel piers and relatively large hysteretic damping in dynamic behaviors. The seismic performance of steel and CFS piers is quantified on the basis of the test results. These results are evaluated through comparison of both the response modification factor method by elastic response spectrum and the performance-based design method by capacity spectrum and demand spectrum using effective viscous damping. The response modification factor of CFS piers is presented to apply in seismic design on a basis of this evaluation for a seismic performance.

• Journal of Communications and Networks
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• 제15권3호
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• pp.276-282
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• 2013

Self-encoded spread spectrum (SESS) is a novel modulation technique that acquires its spreading code from a random information source, rather than using the traditional pseudo-random noise (PN) codes. In this paper, we present our study of the SESS system performance under pulsed-noise jamming and show that iterative detection can significantly improve the bit error rate (BER) performance. The jamming performance of the SESS with correlation detection is verified to be similar to that of the conventional direct sequence spread spectrum (DSSS) system. On the other hand, the time diversity detection of the SESS can completely mitigate the effect of jamming by exploiting the inherent temporal diversity of the SESS system. Furthermore, iterative detection with multiple iterations can not only eliminate the jamming completely but also achieve a gain of approximately 1 dB at $10^{-3}$ BER as compared with the binary phase shift keying (BPSK) system under additive white gaussian noise (AWGN) by effectively combining the correlation and time diversity detections.

• 한국음향학회지
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• 제40권4호
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• pp.304-313
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• 2021

본 논문은 2020년 11월 동해에서 실시한 장거리 수중음향통신의 해상실험 결과를 제시한다. 하나의 이동하는 송신기와 16개의 수직 배열 수신기들을 통해 신호를 수집하였으며, 송신기와 수신기 사이의 거리는 약 20 km정도였다. 실험에 적용된 신호는 기존의 직접수열 대역확산 방식과 각 심볼마다 다수의 순환된 Pseudo Noise(PN) 시퀀스를 중첩함으로써 전송률을 높이는 중첩된 직접수열 대역확산 방식이다. 실험결과 채널 부호화 기법이 적용되지 않은 비부호화 비트 오류율에 있어서 기존의 직접수열 대역확산 방식은 16채널 평균 0.0005로 나타났으며, 중첩된 직접수열대역확산 방식은 0.00124을 보였다.

• 한국음향학회지
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• 제41권1호
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• pp.16-29
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• 2022

본 논문에서는 수중통신 장치가 수중에서 이동시 발생하는 도플러(Doppler) 편이를 극복하기 위한 도플러 편이 추정방법과 직접수열 확산대역 전송의 신호처리 방법을 제시한다. 제안한 방법은 도플러 편이에 강인하고, 자기 상관 특성이 우수한 64길이의 Frank 신호열을 두 번 반복하는 프리앰블을 사용하여 2단계로 도플러 편이를 추정한다. 또한, 제안한 방법을 직접수열 대역확산 전송을 사용하는 수중통신방식에 적용하여 수중이동통신용 패킷 설계와 RAKE 수신기를 설계한다. 설계한 확산대역 수중이동통신 변조방식은 데이터 심볼을 Differential-Quadrature Phase Shift Keying(DQPSK) 변조하여 수신시 위상추적이 필요 없고, RAKE 수신기에서 동위상 결합이 용이하게 할 수 있는 장점이 있다. 제안한 도플러 편이 추정방법을 포함하는 RAKE 수신방법은 약 17.5 m/s의 이동속도까지 가상으로 이동하는 송신기로부터 수신한 직접수열 대역 확산 신호를 성공적으로 수신한다.

• 한국지진공학회논문집
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• 제27권3호
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• pp.139-145
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• 2023

It is essential to determine a proper earthquake time history as a seismic load in a seismic design for a critical structure. In the code, a seismic load should satisfy a design response spectrum and include the characteristic of a target fault. The characteristic of a fault can be represented by a definition of a type of possible earthquake time history shape that occurred in a target fault. In this paper, the pseudo-basis function is proposed to be used to construct a specific type of earthquake, including the characteristic of a target fault. The pseudo-basis function is derived from analyzing the earthquake time history of specific fault harmonic wavelet transform. To show the feasibility of this method, the proposed method was applied to the faults causing the Gyeong-Ju ML5.8 and Pohang ML5.3 earthquakes.

• Structural Engineering and Mechanics
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• 제64권4호
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• pp.473-485
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• 2017

An isolated building, composed of superstructure and isolation system which have very different damping properties, is typically non-classical damping system. This results in inapplicability of traditional response spectrum method for isolated buildings. A multidimensional response spectrum method based on complex mode superposition is herein introduced, which properly takes into account the non-classical damping feature in the structure and a new method is developed to estimate velocity spectra from the commonly used displacement or pseudo-acceleration spectra based on random vibration theory. The error of forced decoupling method, an approximated approach, is discussed in the viewpoint of energy transfer. From the base-isolated benchmark model, as a numerical example, application of the procedure is illustrated companying with comparison study of time-history method, forced decoupling method and the proposed method. The results show that the proposed method is valid, while forced decoupling approach can't reflect the characteristics of isolated buildings and may lead to insecurity of structures.

• 디지털콘텐츠학회 논문지
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• 제5권3호
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• pp.219-224
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• 2004

본 논문은 직접확산시간도약 초광대역 (DS-TH UWB) 시스템에 관하여 전력 스펙트럼 특성을 연구하였다. DS-TH UWB 시스템은 정보 신호를 의사잡음 부호와 연산하여 불규칙한 패턴의 펄스열로 구성하고 이를 펄스열의 칩으로 묶어 복수개의 그룹으로 만들었으며 각 그룹을 특정 값으로 매핑하게 한다. 이 특정 값과 매핑 장치 내의 Lookup Table로부터 타이밍 정보를 비교하여 (+)/(-) 펄스를 프레임 내에 위치시키게 된다. 결과적으로 기존의 시스템에서 발생하는 에너지 스파크 현상을 매우 효과적으로 억압할 수 있었으며, 본 논문에서 제안하는 DS-TH UWB 시스템은 고속의 시간도약 부호를 이용하지 않고서도 평활한 전력 스펙트럼 특성을 형성할 수 있었다.

• Journal of Communications and Networks
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• 제6권1호
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• pp.9-18
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• 2004

Self-encoded multiple access (SEMA) is a unique realization of random spread spectrum. As the term implies, the spreading code is obtained from the random digital information source instead of the traditional pseudo noise (PN) code generators. The time-varying random codes can provide additional security in wireless communications. Multi-rate transmissions or multi-level grade of services are also easily implementable in SEMA. In this paper, we analyze the performance of SEMA in additive white Gaussian noise (AWGN) channels and Rayleigh fading channels. Differential encoding eliminates the BER effect of error propagations due to receiver detection errors. The performance of SEMA approaches the random spread spectrum discussed in literature at high signal to noise ratios. For performance improvement, we employ multiuser detection and Turbo coding. We consider a downlink synchronous system such as base station to mobile communication though the analysis can be extended to uplink communications.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 봄 학술발표회 논문집
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• pp.559-564
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• 2001

The objective of this experimental research is to assess the seismic performance of circular RC bridge pier specimens retrofitted with fibers which were designed as a prototype of Hagal bridge in the city of Suwon, Korea. Pseudo-dynamic test has been done for two nonseismic test specimens which were nonseismic designed by the related provisions of the Highway Design Specification, and four nonseismic test specimens retrofitted with fibers in the plastic hinge region. Important test parameters were load patterns, and retrofit. The seismic behavior has been analyzed through the displacement ductility, energy analysis, and capacity spectrum. Approximate 7.0 displacement ductility was observed for nonseismic test specimens retrofitted with fibers. It is concluded that these retrofitting test specimens could have sufficient seismic capacity in the region of moderate seismic zone.