• 제목/요약/키워드: nonlinear dynamic system

검색결과 1,478건 처리시간 0.026초

자기복구형 에너지소산 가새시스템을 적용한 종합병원의 내진보강효과 (Seismic Retrofitting Effects of General Hospital Using Self-Centering Energy Dissipative Bracing System)

  • 김태완;추유림;번다리 디워스
    • 한국지진공학회논문집
    • /
    • 제23권3호
    • /
    • pp.159-167
    • /
    • 2019
  • 2016 Gyeongju and 2017 Pohang earthquakes led Koreans to acknowledge that the Korean peninsula is not an earthquake-free zone anymore. Among various buildings crucial to after-shock recovery, general hospital buildings, especially existing old ones, are very significant so seismic retrofitting of those must be an important issue. Self-centering energy dissipative(SCED) brace is one of retrofitting methods, which consists of tendon with restoring force and friction device capable of dissipating seismic energy. The strength of the SCED brace is that the tendon forces a structure to go back to the original position, which means residual drift can be negligible. The residual drift is a very important parameter to determine usableness of general hospitals after shock. To the contrary, buckling-restrained braces(BRB) are also a very effective way to retrofit because they can resist both compressive and tensile, but residual drift may exist when the steel core yields. On this background, the seismic retrofitting effect of general hospitals reinforced with SCED braces was investigated and compared to that of the BRD in this study. As a result, although the floor acceleration cannot be reduced, the story drift and residual drift, and the shear demand of walls significantly decreased. Consequently, seismic retrofitting by SCED braces are very effective for domestic low-rise general hospitals.

Development and Characterization of an Atmospheric Turbulence Simulator Using Two Rotating Phase Plates

  • Joo, Ji Yong;Han, Seok Gi;Lee, Jun Ho;Rhee, Hyug-Gyo;Huh, Joon;Lee, Kihun;Park, Sang Yeong
    • Current Optics and Photonics
    • /
    • 제6권5호
    • /
    • pp.445-452
    • /
    • 2022
  • We developed an adaptive optics test bench using an optical simulator and two rotating phase plates that mimicked the atmospheric turbulence at Bohyunsan Observatory. The observatory was reported to have a Fried parameter with a mean value of 85 mm and standard deviation of 13 mm, often expressed as 85 ± 13 mm. First, we fabricated several phase plates to generate realistic atmospheric-like turbulence. Then, we selected a pair from among the fabricated phase plates to emulate the atmospheric turbulence at the site. The result was 83 ± 11 mm. To address dynamic behavior, we emulated the atmospheric disturbance produced by a wind flow of 8.3 m/s by controlling the rotational speed of the phase plates. Finally, we investigated how closely the atmospheric disturbance simulation emulated reality with an investigation of the measurements on the optical table. The verification confirmed that the simulator showed a Fried parameter of 87 ± 15 mm as designed, but a little slower wind velocity (7.5 ± 2.5 m/s) than expected. This was because of the nonlinear motion of the phase plates. In conclusion, we successfully mimicked the atmospheric disturbance of Bohyunsan Observatory with an error of less than 10% in terms of Fried parameter and wind velocity.

Three-dimensional numerical analysis of nonlinear phenomena of the tensile resistance of suction caissons

  • Azam, Arefi;Pooria, Ahad;Mehdi, Bayat;Mohammad, Silani
    • Geomechanics and Engineering
    • /
    • 제32권3호
    • /
    • pp.255-270
    • /
    • 2023
  • One of the main parameters that affect the design of suction caisson-supported offshore structures is uplift behavior. Pull-out of suction caissons is profoundly utilized as the offshore wind turbine foundations accompany by a tensile resistance that is a function of a complex interaction between the caisson dimensions, geometry, wall roughness, soil type, load history, pull-out rate, and many other parameters. In this paper, a parametric study using a 3-D finite element model (FEM) of a single offshore suction caisson (SOSC) surrounded by saturated soil is performed to examine the effect of some key factors on the tensile resistance of the suction bucket foundation. Among the aforementioned parameters, caisson geometry and uplift loading as well as the difference between the tensile resistance and suction pressure on the behavior of the soil-foundation system including tensile capacity are investigated. For this purpose, a full model including 3-D suction caisson, soil, and soil-structure interaction (SSI) is developed in Abaqus based on the u-p formulation accounting for soil displacement (u) and pore pressure, P.The dynamic responses of foundations are compared and validated with the known results from the literature. The paper has focused on the effect of geometry change of 3-D SOSC to present the soil-structure interaction and the tensile capacity. Different 3-D caisson models such as triangular, pentagonal, hexagonal, and octagonal are employed. It is observed that regardless of the caisson geometry, by increasing the uplift loading rate, the tensile resistance increases. More specifically, it is found that the resistance to pull-out of the cylinder is higher than the other geometries and this geometry is the optimum one for designing caissons.

Ashbery's Aesthetics of Difficulty: Information Theory and Hypertext

  • Ryoo, Gi Taek
    • 영어영문학
    • /
    • 제58권6호
    • /
    • pp.1001-1021
    • /
    • 2012
  • This paper is concerned with John Ashbery's poetics of difficulty, questioning in particular the nature of communication in his difficult poems. Ashbery has an idea of poetry as 'information' to be transmitted to the reader. Meaning, however, is to be created by a series of selections among equally probable choices. Ashbery's poetry has been characterized by resistance to the interpretive system of meaning. But the resistance itself, as I will argue, can be an effective medium of communication as the communicated message is not simply transmitted but 'selected' and thus created by the reader. In Ashbery's poetry, disruptive 'noise' elements can be processed as constructive information. What is normally considered a hindrance or noise can be reversed and added to the information. In Ashbery's poems, random ambiguities or noises can be effectively integrated into the final structure of meaning. Such a stochastic sense of information transfer has been embodied in Ashbery's idea of creating a network of verbal elements in his poetry, analogous to the interconnecting web of hypertext, the most dynamic medium 'information technology' has brought to us. John Ashbery, whose poems are simultaneously incomprehensible and intelligent, employs ambiguities or noise in his poetry, with an attempt to reach through linear language to express nonlinear realities. It is therefore my intention to examine Ashbery's poetics of difficulty, from a perspective of communication transmission, using the theories of information technology and the principles of hypertext theory. Ashbery's poetry raises precisely the problem confronted in the era of communication and information technology. The paper will also show how his aesthetics of difficulty reflects the culture of our uncertain times with overflowing information. With his difficult enigmatic poems, Ashbery was able to move ahead of the technological advances of his time to propose a new way of perceiving the world and life.

Seismic response analysis of buried oil and gas pipelines-soil coupled system under longitudinal multi-point excitation

  • Jianbo Dai;Zewen Zhao;Jing Ma;Zhaocheng Wang;Xiangxiang Ma
    • Earthquakes and Structures
    • /
    • 제26권3호
    • /
    • pp.239-249
    • /
    • 2024
  • A new layered shear continuum model box was developed to address the dynamic response issues of buried oil and gas pipelines under multi-point excitation. Vibration table tests were conducted to investigate the seismic response of buried pipelines and the surrounding soil under longitudinal multi-point excitation. A nonlinear model of the pipeline-soil interaction was established using ABAQUS finite element software for simulation and analysis. The seismic response characteristics of the pipeline and soil under longitudinal multi-point excitation were clarified through vibration table tests and simulation. The results showed good consistency between the simulation and tests. The acceleration of the soil and pipeline exhibited amplification effects at loading levels of 0.1 g and 0.2 g, which significantly reduced at loading levels of 0.4 g and 0.62 g. The peak acceleration increased with increasing loading levels, and the peak frequency was in the low-frequency range of 0 Hz to 10 Hz. The amplitude in the frequency range of 10 Hz to 50 Hz showed a significant decreasing trend. The displacement peak curve of the soil increased with the loading level, and the nonlinearity of the soil resulted in a slower growth rate of displacement. The strain curve of the pipeline exhibited a parabolic shape, with the strain in the middle of the pipeline about 3 to 3.5 times larger than that on both sides. This study provides an effective theoretical basis and test basis for improving the seismic resistance of buried oil and gas pipelines.

디지털 방사선 흉부영상의 영상개선과 임상평가 (Image Enhancement and Clinical Evaluation in Digital Chest Radiography)

  • 김성현;서태석;최보영;이형구
    • 한국의학물리학회지:의학물리
    • /
    • 제19권3호
    • /
    • pp.143-149
    • /
    • 2008
  • 본 연구의 목적은 디지털 방사선 흉부영상의 개선을 위한 영상처리방법을 제안하고 임상적 유용성을 평가하는 것이다. 흉부영상의 edge를 보존하면서 산란성 노이즈 제거를 위한 비선형의 반복 필터가 고안되었다. 영상의 다이나믹 레인지 (dynamic_range)의 조절이 이루어 졌으며, 해부학적 영역과 주변픽셀과의 호환성을 바탕으로 적응적 영상증강이 이루어졌다. 종격동 영역에서의 영상증강과 더불어, 폐 영역에서의 혈관조직, 기관지, 폐 조직 등이 적절하게 증강되었다. 3명의 판독의에 의한 임상평가가 이루어 졌으며, PA 영상에서는 11개, 그리고 Lateral 영상에서는 9개의 해부학적 영역이 면밀하게 관찰되었다. 각각 100장의 영상들이 ITU (International Telecommunication Union) recommendation 500에 따라 평가되어졌으며, 그 결과는 good과 adequate중간인 3.4의 평균치를 보였다. 이는 제안한 영상처리의 임상적 유용성이 최소한 양호함 이상의 가치가 있음을 의미한다. 유용한 해부학적 정보의 손실을 방지하기 위해, 영상표시장치와 인간의 인지계를 고려하면서 영상개선이 이루어졌다. 디지털 방사선기기의 등장으로 진단의 정확성을 향상시키기 위한 지속적인 영상 개선연구가 필요하다.

  • PDF

능동제어가 가능한 선미 인터셉터가 부착된 활주선형 선박의 시스템 식별과 자세 제어에 관한 연구 (System Identification and Pitch Control of a Planing Hull Ship with a Controllable Stern Intercepter)

  • 최후재;박종용;김동진;김선영;이주호;안진형;김낙완
    • 대한조선학회논문집
    • /
    • 제55권5호
    • /
    • pp.401-414
    • /
    • 2018
  • Planing hull type ships are often equipped with interceptor or trim tab to improve the excessive trim angle which leads to poor resistance and sea keeping performances. The purpose of this study is to design a controller to control the attitude of the ship by controllable stern interceptor and validate the effectiveness of the attitude control by the towing tank test. Embedded controller, servo motor and controllable stern interceptor system were equipped with planing hull type model ship. Prior to designing the control algorithm, a model test was performed to identify the system dynamic model of the planing hull type ship including the stern interceptor. The matrix components of model were optimized by Genetic Algorithm. Using the identified model, PID controller which is a classical controller and sliding mode controller which is a nonlinear robust controller were designed. Gain tuning of the controllers and running simulation was conducted before the towing tank test. Inserting the designed control algorithm into the embedded controller of the model ship, the effectiveness of the active control of the stern interceptor was validated by towing tank test. In still water test with small disturbance, the sliding mode controller showed better performance of canceling the disturbance and the steady-state control performance than the PID controller.

기반암 깊이와 토층 평균 전단파속도를 이용한 국내 지반분류 방법 및 지반 증폭계수 개선 (Development of Site Classification System and Modification of Site Coefficients in Korea Based on Mean Shear Wave Velocity of Soil and Depth to Bedrock)

  • 김동수;이세현;윤종구
    • 대한토목학회논문집
    • /
    • 제28권1C호
    • /
    • pp.63-74
    • /
    • 2008
  • 본 논문에서는 국내 125개 지반에 대한 지층 구성, 전단파속도 주상도, 기반암 깊이 등을 기존 자료의 수집 및 부분 시험 수행을 통해 확보하여 지진응답해석을 수행하였고, 이를 바탕으로 기반암이 얕아 대부분의 지반조사가 기반암까지 이루어지는 국내 지반조건에 적합하도록 기반암 깊이와 토층 평균 전단파속도를 동시에 고려하는 2-매개변수 지반분류 방법을 새롭게 제안하였다. 우선, 기반암 깊이(H)에 대해 10m와 20m를 경계 값으로 설정하여 $H_1$ 지반(H<10m), $H_2$ 지반($10m{\leq}H<20m$) 그리고 $H_3$ 지반($H{\geq}20m$)으로 분류하고 이후, 토층 평균 전단파속도($V_{s,soil}$)를 추가 변수로 하여 총 7개의 지반그룹으로 세분화 하였다. 또한 각 지반그룹에 대하여, 지진응답해석 결과로부터 획득한 지반 증폭계수의 경향성과 그 분산정도를 분석하여 새로운 지반분류 방법의 타당성을 입증하고, 각 지반그룹별 대표 지반 증폭계수 및 설계응답스펙트럼도 함께 제안하였다. 제안된 지반 증폭계수와 이를 대표하는 추세선은 암반노두 가속도의 변화에 따른 지반의 비선형성을 일정한 경향성과 함께 효율적으로 표현하고 있다. 또한 지진응답해석으로부터 획득한 스펙트럴 가속도의 평균값과 제안된 설계응답스펙트럼을 비교한 결과, 일부 지반그룹에서 차이가 발생하였고, 추후 지반 증폭계수 계산을 위한 적분구간을 국내 지반조건에 적합하도록 개선할 필요가 있음을 확인하였다.

외란의 변화가 있는 PMSM의 강인하고 정밀한 위치 제어에 대한 연구 (A Study on Robust and Precise Position Control of PMSM under Disturbance Variation)

  • 이익선;여원석;정성철;박건호;고종선
    • 전기학회논문지
    • /
    • 제67권11호
    • /
    • pp.1423-1433
    • /
    • 2018
  • Recently, a permanent magnet synchronous motor of middle and small-capacity has high torque, high precision control and acceleration / deceleration characteristics. But existing control has several problems that include unpredictable disturbances and parameter changes in the high accuracy and rigidity control industry or nonlinear dynamic characteristics not considered in the driving part. In addition, in the drive method for the control of low-vibration and high-precision, the process of connecting the permanent magnet synchronous motor and the load may cause the response characteristic of the system to become very unstable, to cause vibration, and to overload the system. In order to solve these problems, various studies such as adaptive control, optimal control, robust control and artificial neural network have been actively conducted. In this paper, an incremental encoder of the permanent magnet synchronous motor is used to detect the position of the rotor. And the position of the detected rotor is used for low vibration and high precision position control. As the controller, we propose augmented state feedback control with a speed observer and first order deadbeat disturbance observer. The augmented state feedback controller performs control that the position of the rotor reaches the reference position quickly and precisely. The addition of the speed observer to this augmented state feedback controller compensates for the drop in speed response characteristics by using the previously calculated speed value for the control. The first order deadbeat disturbance observer performs control to reduce the vibration of the motor by compensating for the vibrating component or disturbance that the mechanism has. Since the deadbeat disturbance observer has a characteristic of being vulnerable to noise, it is supplemented by moving average filter method to reduce the influence of the noise. Thus, the new controller with the first order deadbeat disturbance observer can perform more robustness and precise the position control for the influence of large inertial load and natural frequency. The simulation stability and efficiency has been obtained through C language and Matlab Simulink. In addition, the experiment of actual 2.5[kW] permanent magnet synchronous motor was verified.

직접 궤환 방식의 모델링을 이용한 4차 시그마-델타 변환기의 설계 (Design of a Fourth-Order Sigma-Delta Modulator Using Direct Feedback Method)

  • 이범하;최평;최준림
    • 전자공학회논문지C
    • /
    • 제35C권6호
    • /
    • pp.39-47
    • /
    • 1998
  • 본 논문에서는 오버샘플링 A/D변환기의 핵심 회로인 Σ-△변환기를 0.6㎛ CMOS공정을 이용하여 설계하였다. 설계과정은 우선 모델을 개발하여 S-영역에서 적절한 전달함수를 구한 후, 이를 시간 영역의 함수로 변환하여 연산 증폭기의 DC 전압이득, 슬루율과 같은 비 이상적인 요소들을 인가하여 검증하였다. 제안된 시그마-델타 변환기(Sigma-delta modulator, Σ-△변환기)는 음성 신호 대역에 대하여 64배 오버샘플링하며, 다이나믹 영역은 110 dB이상, 최대 S/N비는 102.6 dB로 설계하였다. 기존의 4차 Σ-△ 변환기는 잡음에 대한 전송영점의 위치를 3,4차 적분기단에 인가하는데 반하여 제안된 방식은 잡음에 대한 전송영점을 1,2차 적분기단에 인가함으로써 전체적인 커패시터의 크기가 감소하여 회로의 실질적인 면적이 감소하며, 성능이 개선되고, 소모 전력이 감소하였다. 또한 단위시간에 대한 출력값의 변화량이 3차 적분기의 경우에 비하여 작으므로 동작이 안정적이고, 1차 적분기의 적분 커패시터의 크기가 크므로 구현이 용이하며, 잡음에 대한 억제효과를 이용하여 3차 적분기단의 크기를 감소시켰다. 본 논문에서는 모델 상에서 전체적인 전달함수를 얻고, 신호의 차단주파수를 결정하며, 각 적분기의 출력신호를 최대화하여 적분기 출력신호의 크기를 증가시키고, 최대의 성능을 가지는 잡음에 대한 전송영점을 결정하는 기법을 제안한다. 설계된 회로의 실질적인 면적은 5.25 ㎟이고, 소모전력은 5 V 단일전원에 대하여 10 mW이다.

  • PDF