• 한국통신학회논문지
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• 제26권7B호
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• pp.951-956
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• 2001

A weather radar usually extracts the necessary information from the return Doppler spectrum moment estimates. Phase stability is a very important factor in obtaining accurate and reliable information in a Doppler weather radar system since the system phase noise may seriously degrade the weather spectrum moment estimation quality. These spectrum moment estimates are commonly obtained using the pulse pair method which is simple to implement and fast enough to process an enormous amount of weather radar data in real time. Therefore, an analytical method is developed in this paper to analyze and quantify the phase noise effects on the pulse pair spectrum moment estimates in terms of the phase noise power and broadness.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.947-952
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• 2001

This study is to evaluate seismic performance of ordinary moment concrete frames. Base shear and roof displacement relations are obtained from the experiment of 3 story ordinary moment resisting concrete frame. The frame was designed only for gravity loads. The performance of the building is evaluated using capacity spectrum method. Five different seismic zones and three different soil types are considered. For each condition of seismic zone and soil type, ten earthquake ground motions are used to establish the demand spectrum.

• 한국통신학회논문지
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• 제14권6호
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• pp.686-698
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• 1989

본 연구에서는 포르만트 주파수의 추정에 대한 스펙트럼 모멘트법의 새로운 알고리즘을 제시하였다. 스펙트럼 패턴의 분산과 비대칭성을 반영한 제2차, 제3차 스펙트럼 모멘트로서 주파수 영역을 조정하여 추정정도를 향상시켰다. 결과로서 남성과 영성의 포르만트 분포 F1-F2를 나타내었으며 포르만트 천이로서 모음과 모음, 모음과 자음의 조음방식을 알 수 있었다.

• 한국강구조학회 논문집
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• 제21권3호
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• pp.267-275
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• 2009

본 논문에서는 기둥이 손실된 철골모멘트골조의 2경간 보의 동적거동 특성을 고찰하고 철골모멘트골조의 연쇄붕괴 예비평가를 위한 비선형 동적 근사해석법을 제안하였다. 기둥이 손실된 2경간 부분골조 모델의 동적거동의 분석을 통하여, 2경간 보의 중력하중과 보스팬-대-보춤 비가 최대 동적 변형요구의 지배적인 요소임을 확인하였다. 이를 토대로 2경간 보의 중력하중 변수와 최대 현회전각과의 관계를 기술하는 붕괴스펙트럼 개념을 새로이 제안하고 이의 활용법을 예시하였다. 3차원 비선형 동적 유한요소해석결과와 비교하여, 본 연구에서 제안한 방안이 용접 철골모멘트골조의 비선형 연쇄붕괴거동을 신속히 평가하는데 정확하면서도 매우 효율적임을 입증하였다.

• 한국지진공학회논문집
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• 제24권6호
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• pp.243-251
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• 2020

In seismic design standards such as KDS 41 17 00 and ASCE 7, three procedures are provided to estimate seismic demands: equivalent lateral force (ELF), response spectrum analysis (RSA), and response history analysis (RHA). In this study, two steel special moment frames (SMFs) were designed with ELF and RSA, which have been commonly used in engineering practice. The collapse probabilities of the SMFs were evaluated according to FEMA P695 methodology. It was observed that collapse probabilities varied significantly in accordance with analysis procedures. SMFs designed with RSA (RSA-SMFs) had a higher probability of collapse than SMFs designed with ELF (ELF-SMFs). Furthermore, RSA-SMFs did not satisfy the target collapse probability specified in ASCE 7-16 whereas ELF-SMFs met the target probability.

• 지구물리
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• 제6권1호
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• pp.25-29
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• 2003

3성분 지진기록을 주파수 영역에서 벡터적으로 합성하여 퓨리에 진폭스펙트럼 분석의 불확실성을 저감하는 방법을 제시하였다. 3성분 합성 퓨리에 진폭스펙트럼을 이용한 분석기법은 두 가지 장점이 있다. 첫째, 단일 성분에서 나타나는 벡터 분할비를 제거함으로써 지진모멘트 추정의 신뢰도를 향상시킨다. 둘째, 퓨리에 스펙트럼의 형상을 강화시킴으로써 지진모멘트, 모서리 주파수, 고주파성분 감쇠상수($χ$) 등을 정확하게 추정할 수 있다. 특히, 두 번째 장점은 신호/잡음비가 낮은 미소지진 기록의 분석에 유용하다.

• 한국지진공학회논문집
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• 제26권5호
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• pp.211-217
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• 2022

New buildings have been designed using different seismic design standards that have been revised. However, the seismic performance of existing buildings is evaluated through the same performance evaluation guidelines. Existing buildings may not satisfy the performance targets suggested in the current guidelines, but there are practical limitations to discriminating the existing buildings with poor seismic performance through a full investigation. In this regard, to classify buildings with poor seismic performance according to the applied standard, this study aimed to evaluate performance-based investigation of the seismic design proposals of buildings with different design standards. The target buildings were set as RC ordinary moment frames for office occupancy. Changes in seismic design criteria by period were analyzed, and the design spectrum changes of reinforced concrete ordinary moment resisting frames were compared to analyze the seismic load acting on the building during design. The seismic design plan was derived through structural analysis of the target model, compared the member force and cross-sectional performance, and a preliminary evaluation of the seismic performance was performed to analyze the performance level through DCR. As a result of the seismic performance analysis through the derived design, the reinforced concrete ordinary moment frame design based on AIK 2000 has an insufficient seismic performance level, so buildings built before 2005 are likely to need seismic reinforcement.

• Journal of Communications and Networks
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• 제16권5호
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• pp.485-492
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• 2014

Spectrum sensing for cognitive-radio applications may use a matched-filter detector (in the presence of full knowledge of the signal that may be transmitted by the primary user) or an energy detector (when that knowledge is missing). An intermediate situation occurs when the primary signal is imperfectly known, in which case we advocate the use of a linear-quadratic detector. We show how this detector can be designed by maximizing its deflection, and, using moment-bound theory, we examine its robustness to the variations of the actual probability distribution of the inaccurately known primary signal.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1997년도 한국자동제어학술회의논문집; 한국전력공사 서울연수원; 17-18 Oct. 1997
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• pp.1684-1687
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• 1997

A dynamic load simulator which can reproduce on-ground the hinge moment of aircraft control surface is and essential rig for the loaded performance test of aircraft test of aircraft acutation system. The hinge moment varies wide in the aricraft flight enveloped depending on specific flight condition and maneuvering status. To replicate the wide spectrum of this hinge moment variation within some accuracy bounds, a force controller is designed based on the Quantiative Feedback Theory (AFT). Through the analysis on hinge moment dynamics, a design specification for the force controller is suggested. The efficacy of QFT force controller is verivied by simulation, in which combined aricraft dynamics/flight control law and hydraulic actuation system dynamics of aircraft control surface are considered.

• Steel and Composite Structures
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• 제32권1호
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• pp.91-110
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• 2019

In the present study, the effects of six different ground motion scaling methods on inelastic response of nonlinear steel moment frames (SMFs) are studied. The frames were designed using energy-based PBPD approach with the design concept using pre-selected target drift and yield mechanism as performance limit state. Two target spectrums are considered: maximum credible earthquake spectrum (MCE) and design response spectrum (DRS). In order to investigate the effects of ground motion scaling methods on the response of the structures, totally 3216 nonlinear models including three frames with 4, 8 and 16 stories are designed using PBPD approach and then they are subjected to ensembles of ground motions including 42 far-fault and 90 near-fault pulse-type records which were scaled using the six different scaling methods in accordance to the two aforementioned target spectrums. The distributions of maximum inter-story drift over the height of the structures are computed and compared. Finally, the efficiency and reliability of each ground motion scaling method to estimate the maximum nonlinear inter-story drift of special steel moment frames designed by energy-based PBPD approach are statistically investigated, and the most suitable scaling methods with the lowest dispersion for two groups of earthquake ground motions are introduced.