• 한국전산구조공학회논문집
• /
• 제36권3호
• /
• pp.185-192
• /
• 2023

본 연구에서는 KBC2022의 풍직각방향 변동풍하중 스펙트럼을 이용하여 풍직각방향 풍하중을 생성하고 생성된 풍직각방향 풍하중이 작용하는 구조물의 비탄성 동적거동을 해석하는 프로그램을 개발하고자 한다. 풍응답은 일차 모드가 탁월하고 소성화에 의한 진동의 변화는 작고, 풍방향 진동과 풍직각방향 진동은 독립적이며, 비틀림 진동의 영향은 작다고 가정한다. 적용 구조물을 수평방향의 단자유도 모델로 가정하고, 구조물의 질량을 집중질량으로 치환하여 상부에 작용시킨다. 비탄성 해석을 위한 이력모델은 이선형 모델을 적용한다. 강성비(𝛼)와 항복점비(𝛽)를 변수로 비탄성 동적응답을 분석한 결과 강성비가 일정한 경우에 항복점비가 증가할수록 최대변위비는 감소하다가 최소값을 나타내고 증가하는 것으로 나타났다. 강성비가 0.5이상인 경우 최대변위비가 1이하가 되는 항복점비가 존재하며, 이는 비탄성 내풍설계시 비탄성 거동을 허용하더라도 탄성설계된 건물보다 최대 변형이 감소함을 나타낸다.

• 동력기계공학회지
• /
• 제7권2호
• /
• pp.29-35
• /
• 2003

The monitoring and diagnostics of the rotating machinery have been received considerable attention for many years. The objectives are to classify the machinery condition and to find out the cause of abnormal condition. This paper describes a classification method of diagnosing the small reciprocating compressor for refrigerators using the artificial neural network and the wavelet transform. In order to extract salient features, the wavelet transform are used from primary noise signals. Since the wavelet transform decomposes raw time-waveform signals into two respective parts in the time space and frequency domain, more and better features can be obtained easier than time-waveform analysis. In the training phase for classification, self-organizing feature map(SOFM) and learning vector quantization(LVQ) are applied, and the accuracies of them ate compared with each other. This paper is focused on the development of an advanced signal classifier to automatize the vibration signal pattern recognition. This method is verified by small reciprocating compressors, for refrigerator and normal and abnormal conditions are classified with high flexibility and reliability.

• 대한조선학회지
• /
• 제27권2호
• /
• pp.63-77
• /
• 1990

자동차운반선(自動車運搬船)에 있어서 주기관(主機關), 프로펠러, 파랑(波浪) 등의 기진력은 갑판-차량연성계(甲板-車輛聯成系)에 매우 예민한 동적거동(動的擧動)을 유발시키고 있다. 갑판-차량연성계(甲板-車輛聯成系)에 대해서 자유진동(自由振動) 및 동적응답(動的應答)의 포괄적 해석(解析)뿐 아니라 설계변경(設計變更) 또는 진동특성(振動特性)의 최적화(最適化)를 위해 재해석(再解析)이 요구되는 경우가 많음으로 부분계(部分系)의 진동특성(振動特性)을 합성(合成)하는 방법(方法)이 추구되고 있다. 이와 같은 방법은 재해석(再解析)시 변경(變更)된 부가계(附加系)의 진동특성(振動特性)만 재계산(再計算)하고 나머지 부분계(部分系)에 대한 것들은 그대로 다시 이용할 수 있어 매우 효율적이다. 갑판-차량연성계(甲板-車輛聯成系)에 대해 갑판(甲板)은 직사각형보강판(直四角形補剛板), 필러는 지지(支持)스프링, 거어더 또는 웨브는 Euler보, 적재차량(積載車輛)은 2점지지(點支持) damped spring-mass system으로 간주하고 receptance방법에 의해 복합적(複合的) 구조계(構造系)의 자유진동(自由振動)을 해석(解析)하는 방법(方法) 및 두가지 효율적 계산운용방법(計算運用方法)을 제시하고, 또 receptance개념에 준하는 support displacement transfer ratio를 정의하고 이를 이용해서 갑판주연(甲板周緣)의 변위기진(變位起振)에 대한 동적응답(動的應答)을 해석(解析)하는 방법(方法)을 제시하였다. 본 논문에서 제시한 방법의 정도(精度) 및 계산효율(計算效率)의 탁월성은 일련의 수치계산예(數値計算例) 및 실험(實驗)에 의해 확인되었다.

• 한국소음진동공학회논문집
• /
• 제25권3호
• /
• pp.184-190
• /
• 2015

NVH engineering has become a hot issue due to radical technology changes and development in automotive industry since customers' expectations and needs for their vehicle is taken to a higher level. However, the source identification and quantification of the road noise within a vehicle is still not at the level where it needs to be to meet their expectations due to its' complex transfer path and difficulties in path optimization. The primary focus of this research is on direct force obtaining method at suspension hard points using suspension test rig. Directly obtained forces at suspension to body mounting points are critical and crucial for determining the effects of design changes of the suspension has on road noise performance. Direct force obtaining method has its limitation in sensor installation within an actual vehicle therefore, many has been indirectly calculating forces using full matrix inversion method or dynamic stiffness method. In this study, to circumvent this limitation, a suspension rig is used. Then, the suspension rig is verified through a comparative analysis of its dynamic behavior between the actual vehicle by cleat test on chassis dynamometer.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2000년도 추계학술대회논문집
• /
• pp.330-335
• /
• 2000

This paper deals with sensing ability of smart sensor that has a sensing ability of distinguish materials. We have developed new signal processing method that have distinguish different materials. We made the two type of smart sensors for experiment. The first type of smart sensor is H2 type. The second type of smart sensor is HH type. The smart sensor was developed for recognition of material. And then we developed estimation method of sensing ability of smart sensors. The first method(Sensing Ability Index) is developed for H2 smart sensor. The second method($R_{SAI}$ Index) is developed for HH smart sensor. We estimated sensing ability of smart sensor with new SAI and $R_{SAI}$ method. This paper describes our primary study for a new method of estimate sensing ability of smart sensor, which is need for precision work system. This is a study of dynamic characteristics of smart sensor according to frequency and displacement changing with new SAI and $R_{SAI}$ method. Experiment and analysis are executed for proper dynamic sensing condition. First, we developed advanced smart sensors. Second, we develop new SAI and $R_{SAI}$ methods that have a sensing ability of distinguish materials. Dynamic characteristics of smart sensor are evaluated through new SAI and $R_{SAI}$ method relatively. We can use the new SAI and $R_{SAI}$ method for finding materials. Applications of this method are finding abnormal condition of object(auto-manufacturing), feeling of object(medical product), robotics, safety diagnosis of structure, etc.

• Journal of Astronomy and Space Sciences
• /
• 제29권3호
• /
• pp.321-328
• /
• 2012

We have designed a 30 cm cryogenic space infrared telescope for astronomical observation. The telescope is designed to observe in the wavelength range of 0.5~2.1 ${\mu}m$, when it is cooled down to 77 K. The result of the preliminary design of the support structure and support method of the mirror of a 30 cm cryogenic space infrared telescope is shown in this paper. As a Cassegrain prescription, the optical system of a 30 cm cryogenic space infrared telescope has a focal ratio of f/3.1 with a 300 mm primary mirror (M-1) and 113 mm secondary mirror (M-2). The material of the whole structure including mirrors is aluminum alloy (Al6061-T6). Flexures that can withstand random vibration were designed, and it was validated through opto-mechanical analysis that both primary and secondary mirrors, which are assembled in the support structure, meet the requirement of root mean square wavefront error < ${\lambda}/8$ for all gravity direction. Additionally, when the M-1 and flexures are assembled by bolts, the effect of thermal stress occurring from a stainless steel bolt when cooled and bolt torque on the M-1 was analyzed.

• 대한소아치과학회지
• /
• 제29권2호
• /
• pp.210-216
• /
• 2002

Air-abrasion 기술은 입자의 운동에너지를 이용하여 비기계적인 방법으로 치아를 처리하거나 치아표면에 존재하는 착색이나 치석을 제거하는 방법으로서, 환자의 불안이나 불편감을 증가시킬 수 있는 압력, 진동이나 열의 발생이 적고 건전한 치질의 보존이 용이하며 특히 소아환자에서 마취의 필요성을 감소시키고 시술부위에서의 타액오염을 가능성을 줄여주고 건조한 시술부위 유지에 용이하고 수복재의 결합력을 증가시켜주는 등의 여러 장점을 지니고 있어, 복합레진을 위한 와동형성, 열구전색을 위한 치아형성, 산 부식 대신 또는 산부식전 치아표면의 처리, 초기 우식증의 진단 등에 이용될 수 있다. 본 증례는 유중절치의 인접면 우식치료, 유구치의 교합면 우식치료, 제1대구치의 우식치료 및 우식 예방을 air abrasion 기술을 사용하여 수복한 바, 환자의 행동조절 및 시술부위의 완전한 건조가 어려운 소아환자에게 있어 임상적으로 유용하다고 여겨지며 양호한 결과를 얻었기에 보고하는 바이다.

• 한국강구조학회 논문집
• /
• 제21권1호
• /
• pp.83-91
• /
• 2009

비좌굴가새는 우수한 내진성능을 보이는 시스템이다. 그러나 비좌굴가새는 약진이나 바람과 같은 하중에 대하여 에너지를 소산시키지 못한다. 기존의 비좌굴가새의 풍저항 성능을 개선한 하이브리드 비좌굴가새(H-BRB)는 비좌굴가새와 점탄성댐퍼로 구성된 복합댐퍼시스템의 일종이다. 본 논문에서는 탄성영역에서 H-BRB의 구조성능을 확인하기 위하여 심재가 다른 두 개의 실험체에 대한 실험이 수행되었다. H-BRB 시스템에 대한 탄성영역에서의 거동메케니즘 검증을 위하여 주저항요소와 2차 저항요소의 축변형량과 에너지소산 능력을 비교하였다. 실험결과 댐퍼부에서 이면전단을 사용한 H-BRB는 우수한 구조성능을 보이며, 고층건물의 사용성 수준을 향상시키기 위하여 적용될 수 있을 것이다.

• Structural Engineering and Mechanics
• /
• 제56권4호
• /
• pp.625-648
• /
• 2015

Modern super-tall buildings are more sensitive to strong winds. The evaluation of wind loads for the design of these buildings is of primary importance. A direct monitoring of wind forces acting on super-tall structures is quite difficult to be realized. Indirect measurements interpreted by inverse techniques are therefore favourable since dynamic response measurements are easier to be carried out. To this end, a Kalman filtering based inverse approach is developed in this study so as to estimate the wind loads on super-tall buildings based on limited structural responses. The optimum solution of Kalman filter gain by solving the Riccati equation is used to update the identification accuracy of external loads. The feasibility of the developed estimation method is investigated through the wind tunnel test of a typical super-tall building by using a Synchronous Multi-Pressure Scanning System. The effects of crucial factors such as the type of wind-induced response, the covariance matrix of noise, errors of structural modal parameters and levels of noise involved in the measurements on the wind load estimations are examined through detailed parametric study. The effects of the number of vibration modes on the identification quality are studied and discussed in detail. The made observations indicate that the proposed inverse approach is an effective tool for predicting the wind loads on super-tall buildings.

• 한국안전학회지
• /
• 제26권4호
• /
• pp.69-79
• /
• 2011

This paper proposes a GA-based optimal fuzzy control technique for the vibration control of earthquakeexcited adjacent structures interconnected with semi-active magneto-rheological(MR) dampers. Rule-based fuzzy logic controllers are designed first by implementing heuristic knowledge and the genetic algorithm(GA) is then introduced to optimally tune the fuzzy controllers for enhancing the seismic performance of semi-active control system. For practical implementation, the fuzzy controller simply uses locally measured responses of the dampers involved and directly returns the input voltage to the magneto-rheological dampers in real time through the fuzzy inference mechanism. The local measurement based fuzzy controller provides optimal damping force in a decentralized manner so that it does not require a primary central controller unlike the conventional semi-active control techniques. As a result, it can avoid the unbridgeable discrepancy between the desired control force and the actual damper force that may occur in the conventional control approaches. The validity and effectiveness of the proposed control method are shown numerically on two 20-story earthquake-excited buildings interconnected with MR dampers.