• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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• pp.241-248
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• 2000

In order to evaluate the limit earthquake resistance of multi-story steel frames influenced by the strength and stiffness ratios of members a series inelastic response analysis were carried out. From the analysis results the damage distribution rules of multi-story steel frames were proposed. Conclusions are summarized as follows. 1)As the stiffness ratio of beam and column becomes small damage concentrate on the lower end of columns of the first story. 2) Considering the strength and stiffness ratios of beam and column with weak beam type mechanism the equations predicting the damage distribution of multi-story steel frames were proposed.

• 대한전기학회논문지:시스템및제어부문D
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• 제54권10호
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• pp.581-586
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• 2005

The multi-beam side scan sonar system uses the towfish installed sonars, it is an equipment that search images of the bottom surface of the sea in real time. It is a typical equipment that is related to a sea investigation such as a geological survey, seabed communication cable and power line cable placing repair investigation, fish breeding ground investigation, sea purification, relic and mineral investigation, and mine and submarine search. Recently, it is used to sea purification and geological survey that require information of the correct surface of the seabed. Therefore, this research develops multi-beam sensors for a side scan sonar that supply various information with the fast scan speed and correct high resolution that is not a simple underwater investigation equipment.

• Structural Engineering and Mechanics
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• 제12권3호
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• pp.267-281
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• 2001

Transient and quasi-steady-state vertical vibrations of a multi-span beam steel bridge located on a single-track railway line are considered, induced by a superfast passenger train, moving at speed 120-360 km/h. Matrix dynamic equations of motion of a simplified model of the system are formulated partly in the implicit form. A recurrent-iterative algorithm for solving these equations is presented. Excessive vibrations of the system in the resonant zones are reduced effectively with passive dynamic absorbers, tuned to the first mode of a single bridge span. The dynamic analysis has been performed for a series of types of bridges with span lengths of 10 to 30 m, and with parameters closed to multi-span beam railway bridges erected in the second half of the $20^{th}$ century.

• 한국인터넷방송통신학회논문지
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• 제13권2호
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• pp.143-148
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• 2013

본 논문에서는 무선 시스템에서 목표물 도래방향 추정에 대한 다중 빔에 대해서 연구한다. 빔 조향 방법은 고각 방향의 빔 조향 방식 또는 빔 형성 방식, 스택 빔 조향, 주파수 조향, 위상 조향 및 디지털 빔 형성 등으로 구분 된다. 제안된 알고리즘은 효과적인 빔 조향을 하기위해서 위상과 크기를 보정하는 안테나 가중치 오차 보정기법과 특이 행렬을 결합한 방법이다. 본 논문에서는 빔 조향 추정 알고리즘을 제안하여 디지털 빔 형성 레이더에 빔조향 방식을 적용하여 목표물을 추정하였다. 모의실험을 통해서 본 연구에서 제안된 알고리즘의 성능을 기존 알고리즘과 비교 분석하였다. 목표물 도래방향 추정에서 본 연구에서 제안한 알고리즘이 기존 알고리즘보다 도래방향 추정 능력이 향상된 것을 입증하였다.

• 한국측량학회지
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• 제36권6호
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• pp.629-639
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• 2018

본 연구에서는 영산강의 죽산보에서 죽산교까지 길이 약 840m, 폭 약 230m, 넓이 약 $0.16km^2$를 대상으로 단빔 음향측심기와 다중빔 음향측심기의 내수면 적용성을 분석하였다. 무인선에 단빔 음향측심기와 다중빔 음향측심기를 장착하고 각각의 데이터를 획득한 다음 비정규삼각망(TIN: Triangular Irregular Network)을 생성하고 10m 간격의 격자 수심을 추출하였다. 추출한 단빔 및 다중빔 음향측심기의 격자수심 총 5,024개의 데이터를 중첩 비교하여 다음의 결론을 얻을 수 있었다. 첫째, 수심의 차이는 평균 0.0319m로서 전체적으로 큰 차이는 없었으나 표준편차는 2.4095m로 크게 나타났다. 둘째, TIN으로 구현된 하상의 형태는 서로 유사하였으나, 다중빔의 하상면보다 높거나 낮은 단빔의 하상면 구역들의 체적은 총 $161,882m^3$의 차이가 있었다. 셋째, 대상지역 전체를 다중빔으로 스캔했을 때 단빔에 비해 운항 거리는 4,595.85m, 약 55% 정도 증가하였으며, 운항 시간은 59분, 약 47% 정도 증가하였다. 넷째, 작업공정, 투입인원 및 소요비용에서는 같거나 큰 차이가 없었다. 운항 거리나 운항 시간과 같은 작업 효율면에서 단빔을 장착했을 때보다 다중빔을 장착했을 때 효율이 약 0.5배 정도 낮은 것으로 판단되나, 하상변동 예측과 같이 하상면의 정확한 데이터가 필요한 분야에서는 다중빔 음향측심기를 이용한 데이터 획득이 필요한 것으로 판단된다.

• 비파괴검사학회지
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• 제25권6호
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• pp.467-474
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• 2005

The expanded multi-Gaussian beam model has recently been developed that can calculate the radiation beam field from a single, rectangular transducer with great computational efficiency. In this study, this model is adopted to calculate the radiation beam field for a phased array transducer with various time delays to achieve steering and/or focusing. The calculation beam fields are compared to those obtained by well known Rayleigh-Sommerfeld integral that provides the exact solution in order to explore the validity of the expanded multi-Gaussian beam model And then, this study proposes a complete ultrasonic measurement model including the expanded beam model, far-field scattering model and system efficiency, Using the proposed model, phased array ultrasonic testing signals for a flat-bottomed hole with/without focusing were performed.

• Nuclear Engineering and Technology
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• 제51권2호
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• pp.533-538
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• 2019

The mechanical-collimation imaging is the most mature technology in prompt gamma (PG) imaging which is considered the most promising technology for beam range verification in proton therapy. The purpose of the present study is to compare the performances of two mechanical-collimation PG cameras, knife-edge (KE) camera and multi-slit (MS) camera. For this, the PG cameras were modeled by Geant4 Monte Carlo code, and the performances of the cameras were compared for imaginary point and line sources and for proton beams incident on a cylindrical PMMA phantom. From the simulation results, the KE camera was found to show higher counting efficiency than the MS camera, being able to estimate the beam range even for $10^7$ protons. Our results, however, confirmed that in order to estimate the beam range correctly, the KE camera should be aligned, at least approximately, to the location of the proton beam range. The MS camera was found to show lower efficiency, being able to estimate the beam range correctly only when the number of the protons is at least $10^8$. For enough number of protons, however, the MS camera estimated the beam range correctly, errors being less than 1.2 mm, regardless of the location of the camera.

• 한국소음진동공학회논문집
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• 제21권1호
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• pp.9-17
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• 2011

In this paper, the general equation of motion of damped sandwich beam with multi-viscoelastic material layer was derived based on the equation presented by Mead and Markus. The viscoelastic layer, which has characteristics of complex shear modulus, was assumed to be dominantly under shear deformation. The equation of motion of n-layered damped sandwich beam in bending could be represented by (n+3)th order ordinary differential equation. Finite element model for the n-layered damped sandwich beam was formulated and programmed using higher order shape functions. Several numerical examples were implemented to show the effects of damped material.

• 한국진공학회지
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• 제12권3호
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• pp.182-192
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• 2003

밀리미터파 대역용 고속 PHEMT 소자 제작 및 개발을 위하여 다층 리지스트 및 다원자 기판 구조에서 전자빔 리소그래피 공정을 분석할 수 있는 새로운 몬테 카를로 시뮬레이션 모델을 개발하였다. 전자빔에 의해 다층 다원자 타겟 기판 구조에 전이되는 에너지를 정확하고 효율적으로 계산하기 위하여 다층 리지스트 및 다층 다원자 기판 구조에서 시뮬레이션 가능하도록 새로이 모델링하였다. 본 논문에서 제안 개발된 모델을 사용하여 PHEMT 소자의 전자빔 리소그래피에 의한 T-게이트 형성 공정을 시뮬레이션하고 SEM측정 결과와 비교 분석하여 타당성을 검증하였다.

• 대한건축학회논문집:구조계
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• 제35권4호
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• pp.135-146
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• 2019

Deep beam has high section modules compared with shallow beam of the same weight. However, deep beam has low rotational capacity and high possibility of brittle failure so it is not possible to apply deep beams with a long span to intermediate moment frames, which should exhibit a ductility of 0.02rad of a story drift angle of steel moment frames. Accordingly, KBC and AISC limit the beam depth for intermediate and special moment frame to 750mm and 920mm respectively. The purpose of this paper is to improve the seismic performance of intermediate moment frame with 1200mm depth beam. In order to enhance vulnerability of plastic deformation capacity of deeper beam, Multi-Reduced Taper Beam(MRTB) shape that thickness of beam flange is reinforced and at the same time some part of the beam flange width is weakened are proposed. Based on concept of multiple plastic hinge, MRTB is intended to satisfy the rotation requirement for intermediate moment frame by dividing total story drift into each hinge and to prevent the collapse of the main members by inducing local buckling and fracture at the plastic hinge location far away from connection. The seismic performance of MRTB is evaluated by cyclic load test with conventional connections type WUF-W, RBS and Haunch. Some of the proposed MRTB connection satisfies connection requirements for intermediate moment frame and shows improved the seismic performance compared to conventional connections.