• 제목/요약/키워드: motion database

검색결과 194건 처리시간 0.025초

서울시 모델 구역에서의 지진피해시나리오 연구 (A Study on the Seismic Damage Scenario in the Model District of Seoul City)

  • 김재관
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 1999년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring
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    • pp.223-230
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    • 1999
  • The seismic damage assessment to the postulated earthquake is attempted for the buildings in the model district of Seoul City. The capacity spectrum method is employed in which the vulnerability functions are expressed as functions of the spectral displacement. the database of the building stock is constructed and managed using Geographic Information System software. The model district is selected to represent the typical structural and residential characteristics of Seoul City The structural properties were collected from the design documents. The field inspections were carried out to find out the current status of the building. They are classified into 11 structural types. The fragility curves in HazUS are employed, The ground motions from the postulated earthquakes are simulated using the Boor's methods, The surface soil in the district is classified into 3 profiles using the depth as the parameter. The one-dimensional wave propagation method is used to calculate he filtered ground motion through surface soil layer. The average spectrum of this sample time histories is used as the demand curves. The calculated results are expressed in maps using GIS software ArcView 3.0a

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지진 발생 후 도로망 피해 산정을 위한 정좌 모델 개발 (Development of Information Model for Road Network Damage Calculation after Seismic Outbreak)

  • 이진훈;김봉근;정동균;이상호
    • 한국지진공학회:학술대회논문집
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    • 한국지진공학회 2006년도 학술발표회 논문집
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    • pp.374-381
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    • 2006
  • This study presents a new information model for building a database which is used for the Damage Calculation in a Road network after Seismic outbreak (DCRS). The component which is required for information system and data analysis is divided by four factors. Those are Ground Motion Component, Road Network Component, Fragile Structure Component, and Cost Component. These components have various manners and procedures that build informations by each systems. In this study, applying the domestic system resources and these four factors, we presented the integrated evaluating system. finally, we also present the prototype of DCRS based on the ArcGIS. It is expected that developed prototype can play a role in more improved DCRS by advanced study.

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Human Action Recognition Based on An Improved Combined Feature Representation

  • Zhang, Ning;Lee, Eung-Joo
    • 한국멀티미디어학회논문지
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    • 제21권12호
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    • pp.1473-1480
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    • 2018
  • The extraction and recognition of human motion characteristics need to combine biometrics to determine and judge human behavior in the movement and distinguish individual identities. The so-called biometric technology, the specific operation is the use of the body's inherent biological characteristics of individual identity authentication, the most noteworthy feature is the invariance and uniqueness. In the past, the behavior recognition technology based on the single characteristic was too restrictive, in this paper, we proposed a mixed feature which combined global silhouette feature and local optical flow feature, and this combined representation was used for human action recognition. And we will use the KTH database to train and test the recognition system. Experiments have been very desirable results.

슬림 핏(Slim-fit) 드레스 셔츠 패턴 설계를 위한 3D Body Scan Data 활용에 관한 연구 -40대 남성을 중심으로- (3D Body Scan Data Analysis for the Slim-fit Dress Shirts Pattern Design -Focused on the 40s Male-)

  • 신경희;서추연
    • 한국의류학회지
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    • 제38권1호
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    • pp.97-109
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    • 2014
  • This study developed a functional dress shirt for adult males that reflected the body surface variation of a human body section by motion. This study conducted a 3D body scan for 8 subjects in their 40's based on the Size Korea 2010 database. Data recorded the proper posture change value and body surface change value to develop functional dress shirts for adult males. We scanned the subjects with a 3D body scanner for five primarily male wearing dress shirts and operating postures, right standing, arms raised to $90^{\circ}$ horizontal forward position, arms raised $90^{\circ}$ to the horizontal position side, lift up the arm $180^{\circ}$, and arm forward $90^{\circ}$ in a bent posture. We analyzed the 3D scan data from those motions to examine change of length using 3D software Rapidform XOS. The results indicated that the body surface sections with contraction were the front and rear shoulder area, armpit and central length as well the width of arms at more than 10%. The increased body section included the body and armpit back length; in addition, the rear arm vibration girth and under arm girth were more than 10%. In order to reflect the size variation of for each motion, the ease amount of the front and rear shoulder length and width needs to be reduced 20% because it affects the shoulder length during the right standing. The results suggest that the ease amount of the shoulder length should be minimal. The ease amount of the back size needs to be 0.5-2cm bigger and set 0.5-1.5cm longer than the dress shirt length side drooping to compensate for the side length shortage of each motion. The sleeve length needs to be 0-0.5cm shorter, and ease amount of the girth of sleeve bottom needs to be reduced 0-0.7cm due to the size variation of arms. However, the girth of the rear arms is suggested to be 0-0.6cm longer in the ease amount to the rear arm girth as the extension is more than 10% over the width and length of each motion.

일반 구조물에 대한 신속한 지진 취약성 분석 방법 (Rapid Seismic Vulnerability Assessment Method for Generic Structures)

  • 정성훈;최성모;김강수
    • 콘크리트학회논문집
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    • 제20권1호
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    • pp.51-58
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    • 2008
  • 해석적 방법에 의한 지진 취약성 분석 (fragility analysis)은 입력 거동과 응답 특성의 불확실성을 고려하기 위해 임의화된 확률 변수들 (randomized response variables)로 인하여 해석 과정에 상당한 노력과 시간이 요구된다. 본 연구에서는 구조물의 기본적인 특성인 강성, 강도 및 연성 능력에 따라 지진 취약도 곡선을 바로 도출할 수 있는 새로운 방법을 제안한다. 광범위한 구조물을 대표할 수 있는 일반화된 단자유도계의 동적 해석 결과로부터 로그 정규 취약성 곡선의 도출에 필요한 파라미터를 응답 데이터베이스에 저장한다. 이를 이용함으로써 구조물의 기본적인 특성 (강성, 강도, 연성 능력)만으로 동적해석 과정을 수행하지 않고도 한계상태 취약성 곡선을 도출할 수 있다. 본 논문의 적용 사례를 통해서 제안된 방법이 지진 취약성 곡선을 얻는데 매우 효율적임을 확인 할 수 있다.

CFD 검증용 데이터베이스 구축을 위한 손상 선박의 횡동요 감쇠 운동에 대한 실험적 연구 (Experimental Study on Free Roll Decay Motions of a Damaged Ship for CFD Validation Database)

  • 이성균;유지명;이현호;이신형;이기표
    • 대한조선학회논문집
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    • 제49권1호
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    • pp.52-59
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    • 2012
  • Among many factors to be considered for higher safety level requirements, the hull stability in intact and damaged conditions in seaways is of utmost importance. Since the assessment of a damaged ship is complicated due to the highly non-linear behavior, it is widely acknowledged that computational fluid dynamics (CFD) methods are one of the most feasible approaches. Although many research activities are being reported on the damaged ship stability recently, most of them are not designed for validation of CFD studies. In this study, well-designed model tests were performed to build a CFD validation database, which is essential in developing better CFD methods for the damage stability assessment. The geometry of the damaged compartment and test conditions were determined based on preliminary CFD simulations. Free roll decay tests in calm water with both intact and damaged ships were performed and the roll motion characteristics were compared. The damaged ship showed a larger roll damping coefficient and more rapid decrease of roll amplitude than the intact ship. The primary reason of these efforts can be explained by the movement of the flooded water.

GIS를 이용한 시공간 이동 객체 관리 시스템 (A Spatiotemporal Moving Objects Management System using GIS)

  • 신기수;안윤애;배종철;정영진;류근호
    • 정보처리학회논문지D
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    • 제8D권2호
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    • pp.105-116
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    • 2001
  • 이동객체는 시간에 따라 공간 객체의 위치 및 영역이 연속적으로 변경되는 시공간 데이터이다. 기존의 데이터베이스 시스템을 이용하여 시공간 이동 객체를 관리할 경우 다음의 두 가지 문제점을 가진다. 첫째, 시간에 따라 변화되는 위치 정보에 대한 빈번한 갱신이 발생된다. 둘째, 항상 객체의 현재 상태만이 저장되므로 시공간 이동 객체의 과거와 미래에 관한 정보를 제공하지 못한다. 따라서, 이 논문에서는 빈번한 갱신없이 이동 객체의 이력 정보를 관리할 뿐만 아니라 과거, 현재 그리고 가까운 미래에 관한 모든 위치 정보를 제공할 수 있는 시공간 이동 객체 관리 시스템을 제안한다. 제안 시스템에서 이동 객체 정보는 위치를 나타내는 위치정보와 이동 습성을 나타내는 행위 정보로 구분된다. 특히, 행위정보 변경 처리 알고리즘을 사용하여 최소한의 이력 정보만으로도 모든 객체의 위치 정보를 검색할 수 있는 방법을 제안한다. 그리고, 제안한 방법을 전장 분석 시스템에 적용하여 구현하였으며, 이를 통해 관계형 데이터베이스와 GIS 시스템을 이용하여 실세계의 시공간 이동 객체의 과거 , 현재 및 가까운 미래의 위치 정보를 관리할 수 있음을 알 수 있었다.

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고령자의 시각기능데이터베이스 구축을 위한 시각기능계측에 관한 연구 (Studies on Visual Function Measurements for Building Visual Function Database of the Elderly)

  • 김동욱;박광석;김정자;김남균
    • 대한의용생체공학회:의공학회지
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    • 제28권5호
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    • pp.618-627
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    • 2007
  • As our society progresses rapidly toward an aged society, there is a stiff increase in the population of the aged persons who have difficulties in adjusting themselves to environments due to declines of their physical functions. Therefore, there is a great need for the concept of 'Universal Design' that demands the design of overall social structure to care for the elderly. Due to this reason, the physical function of the aged persons should thoroughly be studied for the development of rehabilitation and training equipments to help the recovery of physical functions of the elderly. Among the variety of physical functions of the elderly, visual functions, motion characteristics, hearing functions, and somatosensory functions have significant influence toward everyday lives and are physical functions to study for the construction of urgently needed physical function databases of the elderly. This study concentrates on visual functions among the variety of physical functions of the elderly. To measure various visual functions of the elderly, a measurement room for the elderly has been developed, which can mimic everyday lives and perform measurements of visual functions with subjects in seated position. The measurement items for the construction of the database were capabilities in everyday vision according to changes in arrangement of colors and light intensity and capabilities in everyday vision, color distinction, dark adaptation, and light glare against changes in contrast.

Simulation of Dynamic EADs Jamming Performance against Tracking Radar in Presence of Airborne Platform

  • Rim, Jae-Won;Jung, Ki-Hwan;Koh, Il-Suek;Baek, Chung;Lee, Seungsoo;Choi, Seung-Ho
    • International Journal of Aeronautical and Space Sciences
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    • 제16권3호
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    • pp.475-483
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    • 2015
  • We propose a numerical scheme to simulate the time-domain echo signals at tracking radar for a realistic scenario where an EAD (expendable active decoy) and an airborne target are both in dynamic states. On various scenarios where the target takes different maneuvers, the trajectories of the EAD ejected from the target are accurately calculated by solving 6-DOF (Degree-of-Freedom) equations of the motion for the EAD. At each sampling time of the echo signal, the locations of the EAD and the target are assumed to be fixed. Thus, the echo power from the EAD can be simply calculated by using the Friis transmission formula. The returned power from the target can be computed based on the pre-calculated scattering matrix of the target. In this paper, an IPO (iterative physical optics) method is used to construct the scattering matrix database of the target. The sinc function-interpolation formulation (sampling theorem) is applied to compute the scattering at any incidence angle from the database. A simulator is developed based on the proposed scheme to estimate the echo signals, which can consider the movement of the airborne target and EAD, also the scattering of the target and the RF specifications of the EAD. For applications, we consider the detection probability of the target in the presence of the EAD based on Monte Carlo simulation.

Ductility demands of steel frames equipped with self-centring fuses under near-fault earthquake motions considering multiple yielding stages

  • Lu Deng;Min Zhu;Michael C.H. Yam;Ke Ke;Zhongfa Zhou;Zhonghua Liu
    • Structural Engineering and Mechanics
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    • 제86권5호
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    • pp.589-605
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    • 2023
  • This paper investigates the ductility demands of steel frames equipped with self-centring fuses under near-fault earthquake motions considering multiple yielding stages. The study is commenced by verifying a trilinear self-centring hysteretic model accounting for multiple yielding stages of steel frames equipped with self-centring fuses. Then, the seismic response of single-degree-of-freedom (SDOF) systems following the validated trilinear self-centring hysteretic law is examined by a parametric study using a near-fault earthquake ground motion database composed of 200 earthquake records as input excitations. Based on a statistical investigation of more than fifty-two (52) million inelastic spectral analyses, the effect of the post-yield stiffness ratios, energy dissipation coefficient and yielding displacement ratio on the mean ductility demand of the system is examined in detail. The analysis results indicate that the increase of post-yield stiffness ratios, energy dissipation coefficient and yielding displacement ratio reduces the ductility demands of the self-centring oscillators responding in multiple yielding stages. A set of empirical expressions for quantifying the ductility demands of trilinear self-centring hysteretic oscillators are developed using nonlinear regression analysis of the analysis result database. The proposed regression model may offer a practical tool for designers to estimate the ductility demand of a low-to-medium rise self-centring steel frame equipped with self-centring fuses progressing in the ultimate stage under near-fault earthquake motions in design and evaluation.