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이동 클립을 이용한 건축물 외장재의 구조적 성능에 관한 연구
곽의신(Kwak, Eui-Shin),기창군(Ki, Chang-Gun),이상호(Lee, Sang-Ho),손수덕(Shon, Su-Deok),이승재(Lee, Seung-Jae) 대한건축학회 2017 大韓建築學會論文集 : 構造系 Vol.33 No.12
A recent global trend in the increase of earthquake-related disasters has become so frequent as to cause various damages to a wide range of mid- to high-rise buildings. Particularly, more attention is being paid to the effect of horizontal load in high-rise buildings not only on the key structural elements of the structures, but also on the possibility of the secondary damages to them due to the failure of exterior panels, which are non-structural elements, but such damages are difficult to cope with as they may be caused by unexpected changes. The present study examined exterior panels using moving clips to prevent such secondary damages on the non-structural elements and analyzed the structural performance of these exterior panels through the finite element analysis and the shaking table test. The analysis results showed that the exterior panels using moving clips satisfied the structural performance against the allowable story drift of KBC2009 and the safety of the exterior panels was verified by the shake table test.
공터키안(Empty sella)을 동반한 급성췌장염으로 발현된 부갑상선 선종 1예
전언주,오지혜,배경륜,장샛별,전승운,정의달,손호상,원규장 영남대학교 의과대학 2009 Yeungnam University Journal of Medicine Vol.26 No.1
The incidence of coexisting hyperparathyroidism and empty sella syndrome is rare and the etiology and incidence of their coexistence is not known. The association of hyperparathyroidism and the empty sella syndrome may be related to multiple endocrine neoplasia (MEN) syndrome due to a genetic disorder. We experienced a rare case of hyperparathyroidism presenting as acute pancreatitis combined with empty sella. We report here a 37-year old female who manifested epigastric pain because of acute pancreatitis. She had hypercalcemia due to parathyroid adenoma. A pituitary gland was not visible in the sella turcica on MRI scans. On genetic analysis, she did not show a mutation of the MENIN gene. Empty sella is thought to be a coincidental finding with hyperparathyroidism.
한반도 동남부 제 4 기 단층 비지의 광물학적 및 지구화학적 연구
손승완(Seung Wan Shon),장태우(Tae Woo Chang),김영규(Yeong Kyoo Kim) 한국광물학회 2002 광물과 암석 (J.Miner.Soc.Korea) Vol.15 No.2
XRF, XRD, EPMA have been used to investigate microstructures and mineralogical changes caused by the faulting and fluids associated with faulting in the Quaternary fault gouge zones at the Sangchon, Ipsil and Wangsan faults located at the southeastem part of the Korean Peninsula. The chemical compositions of faulted rocks and protoliths analyzed by XRF show that the fault gouges are relatively enriched in TiO_2, P_2O_5, MgO, and Fe_2O_3, compared with protoliths, indicating that the fluids associated with faulting were highly activated. XRD results show that the fault gouges predominantly consist of quartz, feldspar, calcite and clay minerals. Clay minerals formed in the gouge zones are mainly composed of smectite characterized by a dioctahedral sheet. Based on EPMA analyses various kinds of sulfide, carbonate, phosphate minerals were identified in the gouge zones and protoliths. Xenotime of grey fault gouge of the Sangchon fault and sulfide minerals of contact andesitic rock of 1psil fault and contact grey andesitic rock of Wangsan fault were probably formed by inflow of hydrothermal solution associated with faulting prior to the Quaternary. Carbonate minerals of contact andesitic rock and gouge zone of the 1psil fault were formed by inflow of fluid associated with faulting prior to the Quaternary. They are heavily fractured and have reaction rim on their edge, indicating that faultings and inflow of fluids were highly activated after carbonate minerals were formed. Calcites of Wangsan fault seemed to be formed in syntectonic or posttectonic Quaternary faulting.
인체 자중 보상 및 로봇 경로계획법을 이용한 이동형 보행 재활 시스템 개발
유승남(Seung-Nam Yu),손웅희(Woong-Hee Shon),서승환(Seung-Whan Suh),이상호(Sang-Ho Lee),한창수(Chang-Soo Han) 제어로봇시스템학회 2010 제어·로봇·시스템학회 논문지 Vol.16 No.10
With the rising numbers of elderly and disabled people, the demand for welfare services using a robotic system and not involving human effort is likewise increasing. This study deals with a mobile-robot system combined with a BWS (Body Weight Support) system for gait rehabilitation. The BWS system is designed via the kinematic analysis of the robot’s body-lifting characteristics and of the walking guide system that controls the total rehabilitation system integrated in the mobile robot. This mobile platform is operated by utilizing the AGV (Autonomous Guided Vehicle) driving algorithm. Especially, the method that integrates geometric path tracking and obstacle avoidance for a nonholonomic mobile robot is applied so that the system can be operated in an area where the elderly users are expected to be situated, such as in a public hospital or a rehabilitation center. The mobile robot follows the path by moving through the turning radius supplied by the pure-pursuit method which is one of the existing geometric path-tracking methods. The effectiveness of the proposed method is verified through the real experiments those are conducted for path tracking with static- and dynamic-obstacle avoidance. Finally, through the EMG (Electromyography) signal measurement of the subject, the performance of the proposed system in a real operation condition is evaluated.
손웅희(Shon, Woong-Hee),유승남(Yu, Seung-Nam),이상호(Lee Sang-Ho),한창수(Hahn Chang-Su) 한국산학기술학회 2010 한국산학기술학회논문지 Vol.11 No.11
본 보행 로봇의 자세 제어는 일반적으로 센서 시스템을 통한 외부 환경 및 기타 정보의 인식을 통해 수행 된다. 보다 정교한 로봇의 제어를 위해서는 필연적으로 고성능 센서를 요구하게 되지만, 이들은 대부분 고가이거나 내구성 측면에서 매우 취약한 것이 사실이다. 따라서 필드로봇과 같이 야지의 환경에서 운용되는 로봇 시스템의 제 어를 위해서 이러한 센서 시스템을 다수 채용하는 것은 비현실적이며, 특히 양산시에도 큰 걸림돌로 작용할 수 있다. 이에 본 연구에서는 신경망 이론의 역전파 알고리즘에 기반을 둔 가상센서 알고리즘을 활용하여 기존의 센싱 데이터 를 추정할 수 있는 기법을 소개하고자 한다. 특히 본 논문에서는 추정된 센서 데이터의 품질을 향상 시킬 수 있는 알고리즘 측면에서의 변수 조절 및 센서 시스템과 같은 하드웨어 측면에서의 변화를 통해 성능인자에 영향을 미치는 요소를 파악함과 동시에, 본 기법의 타당성에 대한 측면을 함께 논하였다. The sensor data which is measured by Quadruped robot is utilized to recognize the physical environment or other information and to control the posture and walking of robot system. In order to control the robot precisely, high accuracy of sensor data is required, most of these sensors however, belongs to expensive and low-durable products. Moreover, these are exposed excessive load operation in a field condition if it is applied to field robot system. This issue becomes more serious one when the robot system is manufactured as a mass product. As in this context, this study suggests a virtual sensor technology to alternate or assist the main sensor system. This scheme is realized by using back-propagation algorithm of neural network theory, and the quality of estimated sensor data could be improved through the algorithmic and hardware based treatments. This study performs the various trial to identify the effective parameters which effect to the quality and reliability of estimated sensor data and tries to show the possibility of proposed methodology.
천장 브래킷을 이용한 완전강접합 모듈러 시스템의 구조성능
이승재(Lee, Seung-Jae),곽의신(Kwak, Eui-Shin),박재성(Park, Jae-Seong),강창훈(Kang, Chang-Hoon),손수덕(Shon, Su-Deok) 대한건축학회 2017 大韓建築學會論文集 : 構造系 Vol.33 No.12
Due to structural characteristics, construction costs and duration of a modular system would be saved by minimizing the schedule on the job site. As such, it is crucial to develop a connection that can guarantee stiffness while allowing for simple assembling. Particularly, the mid- to high-rise construction of the modular system necessitates the securing of the structural stability and seismic performance of multi-unit frames and connections, and thus, the stiffness of unit-assembled structures needs to be re-evaluated and designed. However, evaluating a frame consisting of slender members and reinforcing materials is a complicated process. Therefore, the present study aims to examine the structural characteristics of a modular unit connection based a method for reinforcing connection brackets and hinges while minimizing the loss of the cross section. Toward this end, the study modeled the beam-to-column connection of a modular system with the proposed connection, and produced a specimen which was used to perform a cycling loading test. The study compared the initial stiffness, the attributes of the hysteretic behavior, and the maximum flexural moment, and observed whether the model acquired the seismic performance, compared to the flexural strength of the steel moment frame connection that is required by the Korean Building Code. The test results showed that the proposed connection produced a similar initial stiffness value to that of the theoretical equation, and its maximum strength exceeded the theoretical strength. Furthermore, the model with a larger ceiling bracket showed higher seismic performance, which was further increased by the reinforcement of the plate.