• 한국공간구조학회:학술대회논문집
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• 한국공간구조학회 2006년도 춘계 학술발표회 논문집 제3권1호(통권3호)
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• pp.66-72
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• 2006

최근 건축물 및 교량 건설에 있어 연성 재료를 사용함으로써 구조형식의 다양화가 적극적으로 이뤄지고 있는 실정이다. 그 중 하나인 케이블 부재는 인장력의 도입으로 인한 전체 구조물의 강성을 증대시킬 수 있으며 흥미로운 연구 대상이라 할 수 있다. 국내에서도 건축물 또는 교량에 케이블 부재를 사용하는 시공 방법이 점차 증가하고 있고 그에 따라 설계 및 시공 기술도 장족의 발전을 이루고 있다 할 수 있다. 설계에 반영된 케이블 부재가 영구적으로 성능을 유지하기 위해서는 케이블 부재의 방청성능이 가장 중요하나, 이에 대한 기술자들의 인식이 다소 부족한 점을 느껴 본 논문에서 케이블의 방청성능에 대해 고찰 하고자 한다.

• Smart Structures and Systems
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• 제10권1호
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• pp.33-46
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• 2012

To reduce the vibration of cable-stayed bridges, conventional magnetorheological (MR) damper control system (CMRDS), with separate power supply, sensors and controllers, is widely investigated. In this paper, to improve the reliability and performance of the control system, one adaptive MR damper control system (AMRDS) consisting of MR damper and piezoelectric energy harvester (PEH) is proposed. According to piezoelectric effect, PEH can produce energy for powering MR damper. The energy is proportional to the product of the cable displacement and velocity. Due to the damping force changing with the energy, the new system can be adjustable to reduce the cable vibration. Compared with CMRDS, the new system is structurally simplified, replacing external sensor, power supply and controller with PEH. In the paper, taking the N26 cable of Shandong Binzhou Yellow River Bridge as example, the design method for the whole AMRDS is given, and simple formulas for PEH are derived. To verify the effectiveness of the proposed adaptive control system, the performance is compared with active control case and simple Bang-Bang semi-active control case. It is shown that AMRDS is better than simple Bang-Bang semi-active control case, and still needed to be improved in comparison with active control case.

• 한국지진공학회논문집
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• 제10권6호
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• pp.47-56
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• 2006

지진응답 제어를 위하여 사장교 구조물에 장착된 준능동MR 댐퍼의 경제적 효율성 평가기법을 제안하였으며, 다양한 지반운동 특성에 대하여 비용효율성을 극대화하는 MR 댐퍼의 최적용량에 대한 분석을 수행하였다. MR 댐퍼의 비용효율성 평가를 위하여 생애주기비용 개념을 적용하였으며, 생애주기비용을 이루는 비용항목 중 손상비용의 기대값을 평가하기 위하여 지진재해로 인한 사장교의 파괴확률을 추정하였다. 사장교의 파괴로 인한 직 간접 손상비용의 규모를 매개변수로 하여 비용효율성을 평가하였다. 비용효율성 평가지수는 MR 댐퍼의 장착으로 인한 추가 투자비용과 사장교 구조물의 손상비용으로 이루어진 함수로서, 탄성받침이 사용된 기존의 설계에 대한 경제적 효율성을 나타내도록 정의하였다. 사장교의 지진응답 제어를 위하여 장착된 MR 댐퍼는 경제적으로 효율적인 대안인 것으로 나타났다. 지반운동의 특성과 손상비용 규모에 대한 MR 댐퍼의 최적 용량을 분석한 결과, 지진위험도 및 손상비용 규모가 커짐에 따라 가장 높은 비용효율성을 가지는 MR 댐퍼용량이 증가하는 것을 확인할 수 있었다.

• 한국소음진동공학회논문집
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• 제25권12호
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• pp.843-855
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• 2015

This study developed a band-pass filter based artificial filter bank(BAFB) based on that in order to efficiently obtain the significant dynamic responses. The BAFB was then optimized about the El-centro earthquake wave which was often used in the construction research, and the software implementation of BAFB was finally embedded in the wireless unified management system(WiUMS). For the evaluation of the developed BAFB, a real time dynamic response experiment was performed on a cable-stayed bridge model, and the response of the cable-stayed bridge model was measured using both the traditional wired system and the developed BAFB-based WiUMS. The experiment results showed that the compressed dynamic response acquired by the BAFB-based WiUMS matched significantly with that of the traditional wired system while still carrying sufficient modal information of the cable-stayed bridge. Finally, the developed BAFB was able to reconstruct or re-sample the dynamic response wholly from the compressed response signal, and it can be applied as a new kind of measurement system for a wireless sensor networks based structural health monitoring system that secures both economy and efficiency.

• Smart Structures and Systems
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• 제17권3호
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• pp.471-489
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• 2016

Modal identification based on ambient vibration data has attracted extensive attention in the past few decades. Since the excitation for ambient vibration tests is mainly from the environmental effects such as wind and traffic loading and no artificial excitation is applied, the signal to noise (s/n) ratio of the data acquired plays an important role in mode identifiability. Under ambient vibration conditions, certain modes may not be identifiable due to a low s/n ratio. This paper presents a study on the mode identifiability of an instrumented cable-stayed bridge with the use of acceleration response data measured by a long-term structural health monitoring system. A recently developed fast Bayesian FFT method is utilized to perform output-only modal identification. In addition to identifying the most probable values (MPVs) of modal parameters, the associated posterior uncertainties can be obtained by this method. Likewise, the power spectral density of modal force can be identified, and thus it is possible to obtain the modal s/n ratio. This provides an efficient way to investigate the mode identifiability. Three groups of data are utilized in this study: the first one is 10 data sets including six collected under normal wind conditions and four collected during typhoons; the second one is three data sets with wind speeds of about 7.5 m/s; and the third one is some blind data. The first two groups of data are used to perform ambient modal identification and help to estimate a critical value of the s/n ratio above which the deficient mode is identifiable, while the third group of data is used to perform verification. A couple of fundamental modes are identified, including the ones in the vertical and transverse directions respectively and coupled in both directions. The uncertainty and s/n ratio of the deficient mode are investigated and discussed. A critical value of the modal s/n ratio is suggested to evaluate the mode identifiability of the deficient mode. The work presented in this paper could provide a base for the vibration-based condition assessment in future.

• Structural Engineering and Mechanics
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• 제61권3호
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• pp.419-426
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• 2017

Recently, the transportation of dangerous explosive goods is increasing, which makes vehicle blasting accidents a potential threat for the safety of bridge structures. In addition, blasting accidents happen more easily when earthquake occurs. Excessive dynamic response of bridges under extreme loads may cause local member damage, serviceability issues, or even failure of the whole structure. In this paper, a new explosion-proof and aseismic system is proposed including cable support damping bearing and steel-fiber reinforced concrete based on the existing researches. Then, considering one 40m-span simply supported concrete T-bridge as the prototype, through scale model test and numerical simulation, the dynamic response of the bridge under three conditions including only earthquake, only blast load and the combination of the two extreme loads is obtained and the applicability of this explosion-proof and aseismic system is explored. Results of the study show that this explosion-proof and aseismic system has good adaptability to seism and blast load at different level. The reducing vibration isolation efficiency of cable support damping bearing is pretty high. Increasing cables does not affect the good shock-absorption performance of the original bearing. The new system is good at shock absorption and displacement limitation. It works well in reducing the vertical dynamic response of beam body, and could limit the relative displacement between main girder and capping beam in different orientation so as to solve the problem of beam falling. The study also shows that the enhancement of steel fibers in concrete could significantly improve the blast resistance of main beam. Results of this paper can be used in the process of antiknock design, and provide strong theoretical basis for comprehensive protection and support of girder bridges.

• 한국지진공학회논문집
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• 제20권2호
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• pp.113-123
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• 2016

This paper is concerned with an experimental research to control of random vibration caused by external loads specially in cable-stayed bridges which tend to be structurally flexible. For the vibration control, we produced a model structure modelled on Seohae Grand Bridge, and we designed a shear type MR damper. On the center of its middle span, we placed a shear type MR damper which was to control its vibration and also acquire its structural responses such as displacement and acceleration at the same site. The experiments concerning controlling vibration were performed according to a variety of theories including un-control, passive on/off control, and clipped-optimal control. Its control performance was evaluated in terms of the absolute maximum displacements, RMS displacements, the absolute maximum accelerations, RMS accelerations, and the total power required to control the bridge which differ from each different experiment method. Among all the methods applied in this paper, clipped-optimal control method turned out to be the most effective to reduces of displacements, accelerations, and external power. Finally, It is proven that the clipped-optimal control method was effective and useful in the vibration control employing a semi-active devices such MR damper.

• 한국산학기술학회논문지
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• 제17권5호
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• pp.237-242
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• 2016

본 논문은 돌산대교 모형 사장교에 하중을 주었을 때 발생되는 변위를 측정하기 위한 방법으로 디지털 영상처리 방법을 도입하여 실험을 하였다. 돌산대교 모형 사장교는 30:1로 축소한 경우로 길이 15.5m, 너비 400mm이다. 실험 방법은 영상처리 결과를 ANSYS 해석결과와 변위계 측정결과를 비교, 분석하여 영상처리 기법의 타당성을 검증하였다. 본 실험에 적용된 영상처리 기법은 상호상관 계수를 적용하였으며, 실험 조건은 100kgf 재하 하였을 때의 변위와 200kgf 재하 하였을 때의 변위를 측정하는 실험을 수행하였다. 분석 결과 하중이 추가적으로 증가하여 발생되는 변위가 커질수록 영상처리에 대한 신뢰성도 증가하는 것으로 나타났다. 즉, 하중이 100kgf에서 200kgf으로 증가할 때, ANSYS 결과대비 오차율이 31%에서 14%로 감소하였으며, 변위계 결과대비 오차율 역시 17%에서 4%로 감소하였다. 200kgf 재하시 14%, 4%의 차이를 보이고 있어, 영상처리 기법으로 충분히 변위를 측정할 수 있을 것으로 판단된다. 향후 연구로는 동영상 파일로 부터 고유진동수를 측정하는 방법에 대해서 연구하고자 한다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.574-577
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• 2004

This paper presents a hybrid system combining lead rubber bearings and hydraulic actuators controlled by a $\mu-synthesis$ method for seismic response control of a cable-stayed bridge. A hybrid system could alleviate some of restrictions and limitations that exist when each system is acting alone because multiple control devices are operating. Therefore, the overall control performance of a hybrid system may be improved compared to each system, however the overall system robustness may be negatively impacted by active device in the hybrid system or active controller may cause instability due to small margins. Therefore, a $\mu-synthesis$ method that guarantees the robust performance is considered to enhance the possibility of real applications of the control system. The performances of the proposed control system are compared with those of passive, active, semiactive control systems and hybrid system controlled by a LQG algorithm. Furthermore, an extensive robust analysis with respect to stiffness and mass matrices perturbation and time delay of actuator is performed. Numerical simulation results show that the performances of the proposed control system are superior to those of passive system and slightly better than those of active and semiactive systems and two hybrid systems show similar control performances. Furthermore, the hybrid system controlled by a f-synthesis method shows the good robustness without loss of control performances. Therefore, the proposed control system could effectively be used to seismically excited cable-stayed bridge which contains many uncertainties.

• 대한토목학회논문집
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• 제30권3A호
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• pp.277-286
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• 2010

케이블을 이용하여 장경간을 필요로 하는 교량의 시공은 일반적으로 불완전 한 구조계인 교량의 선단에 데릭 혹은 무한궤도 크레인을 설치하여 수상 및 육상으로 이송되는 교량 상판을 리프팅하여 시공하게 된다. 이와 같은 경우 일차적으로 과도한 크레인의 자중으로 인하여 불완전한 구조계에 결함을 발생시킬 수 있으며, 또한 하부 수송으로 인한 추가 비용 및 공기를 소요하게 된다. 본 연구에서는 이러한 기존 시공방법을 개선하고자 개발된 교량 일 측에 편중 가능하고, 가동 붐을 설치하여 후방 이송 자재를 시공 지점으로 운반, 가설이 가능한 데릭 크레인의 시공 단계를 정의하여 수치해석을 수행하였다. 데릭 크레인의 하중 재하 점을 고정부 4점으로 단순화하였으며, 가동 붐의 수직/수평 회전 범위를 고려하여 반력을 산정하였다. 또한 크레인의 '휴지' 및 '작업 중'의 단계로 나누어 가동 붐 및 강형, PC Slab에 의하여 발생하는 휨 모멘트를 시공단계에 반영하였다. 본 연구에 고려된 데릭 크레인은 접속교를 통한 육상 작업으로 시공 기간 및 비용을 줄일 수 있으며, 크레인 자체의 작은 중량으로 시공 중 재하 하중 감소를 꾀할 수 있다.