• Structural Monitoring and Maintenance
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• 제4권3호
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• pp.269-299
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• 2017

This paper presents a Level III damage evaluation methodology, which simultaneously, identifies the location, the extent, and the severity of stiffness damage in deep beams. Deep beams are structural elements with relatively high aspect (depth-to-length) ratios whose response are no longer based on the simplified Euler-Bernoulli theory. The proposed methodology is developed on the bases of the force-displacement relations of the Timoshenko beam theory and the concept of invariant stress resultants, which states that the net internal force existing at any cross-section of the beam is not affected by the inflicted damage, provided that the external loadings in the undamaged and damaged beams are identical. Irrespective of the aspect ratios, local changes in both the flexural and the shear stiffnesses of beam-type structures may be detected using the approach presented in this paper.

• Advances in concrete construction
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• 제11권5호
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• pp.375-386
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• 2021

In this paper, a study of stability and health of a newly-built railway tunnel is presented. The field test was implemented to monitor the secondary lining due to the significant cracking behaviors influenced the stability and health of the tunnel structure. Surface strain gauges were installed for monitoring the status of crack openings, and the monitoring outputs demonstrated that the cracks were still in the developing stage. Additionally, adjacent tunnel and poor condition of surrounding rock were identified as the causes of the lining cracking by systematically characterizing the crack spatial distribution, tunnel site and surrounding rock conditions. Reconstruction of partial lining and reconstruction of the whole secondary lining were designed as the maintenance projects for different cracking regions based on the construction feasibility. For assessing the health conditions of the reinforced lining, embedded strain gauges were set up to continuously measure the strain and the internal force of the reconstructed structures. For the partially reconstructed lining, the outputs show the maximum tensile elongation is 0.018 mm during 227 days, which means the structure has no obvious deformation after maintenance. The one-year monitoring of full-section was implemented in the other two completely reconstructed cross-sections by embedded strain gauge. The outputs show the reconstructed secondary lining has undertaken the pressure of surrounding rock with the time passing. According to the calculated compressive and tensile safety factors, the completely reconstructed lining has been in reliable and safe condition during the past year after reinforcement. It can conclude that the aforementioned maintenance projects can effectively ensure the stability and health of this tunnel.

• Wind and Structures
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• 제20권1호
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• pp.95-115
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• 2015

Wind effects on roofs are usually considered by equivalent static wind loads based on the equivalence of displacement or internal force for structural design. However, for large-span spatial structures that are prone to dynamic instability under strong winds, such equivalent static wind loads may be inapplicable. The dynamic stability of spatial structures under unsteady wind forces is therefore studied in this paper. A new concept and its corresponding method for dynamic instability-aimed equivalent static wind loads are proposed for structural engineers. The method is applied in the dynamic stability design of an actual double-layer cylindrical reticulated shell under wind actions. An experimental-numerical method is adopted to study the dynamic stability of the shell and the dynamic instability originating from critical wind velocity. The dynamic instability-aimed equivalent static wind loads of the shell are obtained.

• Smart Structures and Systems
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• 제13권6호
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• pp.993-1014
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• 2014

In civil engineering, revolving structures (RS) are a unique structural form applied in innovative architecture design. Such structures are able to revolve around themselves or along a certain track. However, few studies are dedicated to safety design or health monitoring of RS. In this paper, a wireless dynamic sensing system is developed for RS, and field tests toward a large revolving auditorium are conducted accordingly. At first, a wheel-rail problem is proposed: The internal force redistributes in RS, which is due to wheel-rail irregularity. Then the development of the sensing system for RS is presented. It includes system architecture, network organization, vibrating wire sensor (VWS) nodes and online remote control. To keep the sensor network identifiable during revolving, the addresses of sensor nodes are reassigned dynamically when RS position changes. At last, the system is mounted on a huge outdoor revolving auditorium. Considering the influence of the proposed problem, the RS of the auditorium has been designed conservatively. Two field tests are conducted via the sensing system. In the first test, 2000 people are invited to act as the live load. During the revolving process, data is collected from RS in three different load cases. The other test is the online monitoring for the auditorium during the official performances. In the end, the field-testing result verifies the existence of the wheel-rail problem. The result also indicates the dynamic sensing system is applicable and durable even while RS is rotating.

• International Journal of Aeronautical and Space Sciences
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• 제10권1호
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• pp.91-97
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• 2009

It is undertaken systematization of results of satellite and ground observation parameters characterizing a current condition and climatic variability of two selected geographical areas. One of them covers territory of Azerbaijan and another covers a wide area of Caspian See region. Average values and mean square deviations of following values are investigated: outgoing long wave radiation during a day and night (in nebulosity and cloudless). absorbed within a day of the stream of a sunlight of the system in "a terrestrial surface-atmosphere". degree of a covering by clouds of the selected areas during a day and at night, ground temperature values of air. pressure and speed of a wind. Monthly average values of corresponding parameters create a basis of suggested investigations. It has been presented features of a time course of investigated parameters for each month and year in the whole due to the continuously observations since 1982-2000. The scientific problem consists that there are no existed models which authentically would be cover the main aspects of a realities specified changes: they are identified by economic activities. growth of the population and other features of development of a human society or internal fluctuations of biogeophysical/climatic system. Possibilities of predictability of biosphere and climate changes depend on available timely supervision. adequacy of construction of appropriate models. understanding of mechanisms of direct and feedback influences in such complicated systems.

• Structural Engineering and Mechanics
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• 제52권6호
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• pp.1193-1208
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• 2014

A simulation of failures on responsible elements is only one form of the extreme structural behavior analysis. By understanding the dynamic behavior in incidental situations, it is possible to make a special structural design from the point of the largest axial force, stress and redundancy. The numerical realization of one such simulation analysis was performed using FEM in this paper. The boundary parameters of transient analysis, such as overall structural damping coefficient, load accelerations, time of load fall and internal forces in the responsible structural elements, were determined on the basis of the dynamic experimental parameters. The structure eigenfrequencies were determined in modal analysis. In the study, the basic incidental models were set. The models were identified by many years of monitoring incidental situations and the most frequent human errors in work with heavy structures. The combined load models of structure are defined in the paper since the incidents simply arise as consequences of cumulative errors and failures. A feature of a combined model is that the single incident causes the next incident (consecutive timing) as well as that other simple dynamic actions are simultaneous. The structure was observed in three typical load positions taken from the crane passport (range-load). The obtained dynamic responses indicate the degree of structural sensitivity depending on the character of incident. The dynamic coefficient KD was adopted as a parameter for the evaluation of structural sensitivity.

• 전자공학회논문지
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• 제51권11호
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• pp.127-133
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• 2014

다양한 악성코드로부터 정보자산을 보호하기 위해서 허니팟 시스템을 구축한다. 허니팟 시스템은 내부 시스템이 공격받지 않도록 공격을 유인하는 목적으로 설계되거나, 악성코드 정보를 수집하기 위한 목적으로 설계된다. 그러나 기존의 하니팟은 정보 수집을 목적으로 구축되었기 때문에 위장서버 혹은 위장 클라이언트 서버를 구축하거나 위장 콘텐츠를 제공하여 공격자의 유입을 적극적으로 유도하도록 설계되었다. 그러나 위장서버구축의 경우는 빈번한 디스크 입출력으로 약 1년 주기로 하드웨어를 재설치하여야 하고, 위장 클라이언트 서버를 구축하는 경우는 획득한 정보 분석의 자동화에는 한계가 있기 때문에 전문 인력 확보와 같은 운영상의 문제가 있다. 이처럼 기존 허니팟의 하드웨어적인 문제와 운영상의 문제들을 해결 및 보완할 수 있도록 본 연구에서는 하이브리드 허니팟을 제안하였다. 제안한 하이브리드 허니팟은 허니월, 분석서버, 통합콘솔을 두고 공격유형을 2가지 유형으로 분류하여 처리한다. 유형1인 고수준 상호작용서버와 유형2인 저수준 상호작용서버를 동작하도록 하여 위장(유인용)과 거짓응답(에뮬레이션)이 공통스위치 영역에 연계되도록 설계하였다. 이러한 하이브리드 허니팟은 허니월의 저수준 허니팟과 고수준 허니팟을 동작하도록 한다. 분석서버는 해킹유형을 해쉬값으로 변환하고 이를 상관분석 알고리즘으로 분리하여 허니월에 전송한다. 통합모니터링 콘솔은 지속적인 모니터링을 실시하므로 최신 해킹기법과 공격 툴에 대한 정보 분석뿐만 아니라 악성코드에 대한 선제적인 보안대응 효과를 제공할 수 있을 것으로 기대한다.

• 한국정보통신학회논문지
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• 제17권3호
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• pp.533-539
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• 2013

최근 의료 및 생체공학 분야의 액추에이터(actuator)와 센서 및 연료전지로 활용할 수 있는 새로운 재료인 IPMC(Ionic Polymer Metal Composite)에 대한 관심이 높아지고 있다. 이러한 IPMC의 특징은 센서(sensor)와 액추에이터(actuator)의 성질을 동시에 가지는 있는 특이한 성질을 가진 복합재료로서 IPMC에 전압을 가하면 움직임이 생기며, IPMC에 움직임이 발생하면 IPMC 내부에 전압이 충전되는 성질이 있어 모션 센서나 힘 센서로도 활용할 수 있다. 본 논문에서는 이러한 IPMC에 대한 몇 가지 특성을 파악하고 IT 기술인 스마트폰의 연계하여 원격지에서 IPMC의 동작을 제어할 수 있도록 시스템을 구성하였다. 또한, 스마트폰을 기반으로 하여 영상정보를 전송하여 모니터링 하도록 하였다. IPMC의 동작제어는 스마트폰의 블루투스를 이용하여 동작명령을 전송하도록 시스템을 구현하였다. 본 논문의 실험 및 구현으로부터 IPMC 물성에 대한 정확한 분석은 부족하지만 향후 IPMC의 활용에 있어서 IT 기술과의 융합을 통하여 센서, 액추에이터, 연료전지 등과 같은 분야에 적극 활용할 수 있음을 확인할 수 있었다.

• Smart Structures and Systems
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• 제2권2호
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• pp.115-126
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• 2006

The Terra-Scope system is an affordable 4-D down-hole seismic monitoring system based on independent, microprocessor-controlled sensor Pods. The Pods are nominally 50 mm in diameter, and about 120 mm long. They are expected to cost approximately $6000 each. An internal 16-bit, extremely low power MCU controls all aspects of instrumentation, eight programmable gain amplifiers, and local signal storage. Each Pod measures 3-D acceleration, tilt, azimuth, temperature, and other parametric variables such as pore water pressure and pH. Each Pod communicates over a standard digital bus (RS-485) through a completely web-based GUI interface, and has a power consumption of less than 400 mW. Three-dimensional acceleration is measured by pure digital force-balance MEMS-based accelerometers. These accelerometers have a dynamic range of more than 115 dB and a frequency response from DC to 1000 Hz with a noise floor of less than $30ng_{rms}/{\surd}Hz$. Accelerations above 0.2 g are measured by a second set of MEMS-based accelerometers, giving a full 160 dB dynamic range. This paper describes the system design and the cooperative shared-time scheduler implemented for this project. Restraints accounted for include multiple data streams, integration of multiple free agents, interaction with the asynchronous world, and hardened time stamping of accelerometer data. The prototype of the device is currently undergoing evaluation. The first array will be installed in the spring of 2006.

• 생명과학회지
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• 제22권11호
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• pp.1456-1462
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• 2012

소라페닙은 멀티카이네즈 억제제로서 신세포암, 전이성 간세포암 환자의 치료에 효과가 입증된 경구용 항암제이다. 이 연구의 목적은 고속액체크로마토그래피 텐덤질량분석기법(LC/MS/MS)을 이용하여 사람 혈장 내 소라페닙의 농도를 측정하는 효율적인 방법을 개발하고 한국식품의약품안전청(KFDA) 기준에 따라 분석법을 검정하는 것이다. 혈장시료($100{\mu}l$)에 내부표준물질인 chlorantraniliprole을 첨가한 후 이소프로필알콜과 에틸아세테이트로 구성(1:4, v/v)된 0.1% 포름산 함유 추출용액을 혼합하였다. 원심분리 후 상층액을 취하여 원심감압농축하였다. 잔사를 이동상에 재용해하고 Waters사의 역상 XTerra$^{TM}$ C18 칼럼(입자크기 $3.5{\mu}m$)을 장착한 고속액체크로마토그래피 장치에 주입하였다. 액체크로마토그래피는 0.1% 포름산과 10 mM 암모늄 포메이트를 함유한 버퍼용액과 메탄올, 아세토나이트릴을 각각 1:6:3으로 혼합한 용액을 이동상으로 사용하였으며 5분 내에 측정을 완료하였다. 분석대상 물질들은 텐덤질량분석기에서 electrospray 양이온 이온화($ES^+$) 검출방식으로 확인하였으며 소라페닙은 'm/z 465.2 ${\rightarrow}$ 252.5', chlorantraniliprole은 'm/z 484.4 ${\rightarrow}$ 286.2'으로 구성한 multiple reaction monitoring 방법을 사용하였다. 검정 결과, 2-5,000 ng/ml의 농도 구간에서 양호한 직선성($r^2$ > 0.99)과 정확도(90.7-103.9%), 정밀도(10% 이하)를 나타내었다. 새롭게 개발된 LC/MS/MS을 이용한 사람 혈장 내 소라페닙의 농도 측정법은 KFDA 기준을 만족하였으며, 기존의 방법에 비해 민감도가 높은 방법이었다.