본 연구에서는 준능동 진동 제어를 위한 MR 감쇠기의 동적 모델링을 통한 특성을 분석 및 평가하였다. 실제 구조물 크기의 모형구조물을 진동제어하기 위하여 Semi-active 성능의 MR Damper를 설계/제작 하였다. 일반적으로 MR Damper를 이용한 준능동 제어 시스템을 구축하기 위해서는 감쇠장치의 발생 감쇠력 및 거동 성향 등의 데이터를 수치적으로 나타낼 수 있는 동적 모델이 요구된다. 따라서 본 연구에서는 MR Damper의 동적거동을 예측/평가 할 수 있는 모델링을 하기 위하여 다양한 동적 모델 중Power 모델 및 Bingham 모델을 적용하였다. 이때 동적 모델과 비교/평가하기 위하여 개발된 MR Damper의 동하중 실험을 수행하였다. 동하중 실험조건은 가진 주파수를(0.15Hz, 1.0Hz, 2.0Hz) 선정하고, 주파수별 각각 3가지씩 가진 속도를 달리하여, 변위가 감쇠력에 미치는 영향력을 확인하였다. 이렇게 얻어진 MR Damper의 동하중실험 결과를 적용하여 각 동적 모델 별 모델변수를 규명하였고, 이를 바탕으로 힘-속도 관계곡선 및 예측된 발생 감쇠력을 산출하였으며, 산출된 결과와 개발된 MR Damper의 실험 결과를 상호 비교⋅평가하였다. 최종적으로 본 연구에서 개발한 MR Damper는 준능동 제어장치로 활용 가능함을 확인 하였고, 다양한 변위를 이용한 실험을 통하여 정상적인 진동제어를 위해서는 최소 2mm 이상의 변위가 확보되어야 한다는 결과를 얻었다.

본 연구에서는 교량의 노면조도 및 교량과 차량 사이의 상호작용을 고려한 수치해석방법을 사용하여 도로교설계기준에 규정된 표준트럭 하중인 KL-510에 의한 강판형교의 동적응답을 연구하였다. 대상교량은 건설부에서 제정한 “도로교 상부구조 표준도”에 수록되어 있는 지간이 20m, 30m와 40m인 단순 강판형교를 사용하고. “보통의 도로”에 대하여 생성시킨 10개의 노면조도를 사용하였다. 차량은 5축 트랙터-트레일러인 표준트럭하중 KL-510을 3차원 차량으로 모델링하고, 교량은 주형을 보요소로, 콘크리트 바닥판은 쉘요소로, 주형과 콘크리트 바닥판 사이는 Rigid Link를 사용하여 3차원으로 모델링하였다. 이와 같은 노면조도 및 차량을 사용하여 강판형교의 충격계수와 DLA를 구하고 각국의 설계기준과 비교 검토하였다.

전 세계적인 환경문제로 인식되는 기후변화에 대응하기 위해서는 정확한 온실가스 배출량 파악이 필수적이다. 온실가스 배출량은 기후변화협약에 의거하여 일관된 방법론에 따라 산정하고 정기적으로 갱신 및 공표하고 있는데, 산정방법론은 IPCC에서 제시하는 Tier 1~3 수준으로 각 주체별 실정에 적합한 방식을 선택할 수 있다. 그러나 이들 산정방식은 기본적으로 활동도 자료(activity data)와 배출계수(emission factor)를 곱하는 형태를 취하기 때문에 정확한 온실가스 배출량 산정을 위해서는 활동도 자료로써의 항목별 통계자료를 확보하는 한편, 불확도 평가가 수반된 배출계수를 이용하여야 한다. 한편, 온실가스 배출부문 중에서도 폐기물 부문에서 배출되는 메탄은 혐기반응에 의하여 생성되고 매질의 내부와 대기의 압력 차에 의한 가스 이동으로 인하여 표면으로부터 대기 중으로 확산된다. 그러나 메탄 생성과소비, 이동 과정에서의 시간적･공간적 편차가 매우 크기 때문에 완전무결한 실측 기법은 존재하지 않는다. 따라서 지금까지 다양한 측정 기법이 제안된 바 있으며, 현장 조건과 장단점에 따라 여러 가지 실측 기법이 선택적으로 이용되고 있는 실정이다. Flux chamber method는 표면에서 발산되는 가스를 직접적으로 측정하여 배출량을 산정하는 기법으로, 다양한 매질에 적용 가능하고 장비의 구조가 비교적 단순하여 제작과 운용이 편리하고 경제적이다. 뿐만 아니라, 검출한계가 낮으면서 정확도와 정밀도가 우수한 측정값을 얻을 수 있어 국내･외 여러 분야의 배출량 연구에 다양하게 사용되고 있다. 그러나 발산량이 과소평가되는 경향이 있고, chamber 내에서 가스가 희석될 수 있는 단점이 있는데, 이는 chamber의 설계 및 운용상의 변수를 최적화함으로써 개선될 수 있다. 따라서 본 연구에서는 flux chamber method의 운용조건과 제반변수를 최적화하여 측정기법의 현장 적용성을 개선하였고, 이를 이용하여 대전광역시 고형폐기물 매립지의 전 면적에서 배출되는 메탄가스를 실측함으로써 연간 배출량을 산정하였다.

In this study, after performing a full-scale dynamic testing of unreinforced masonry buildings, the experimental results and developed seismic performance evaluation program of existing unreinforced masonry buildings were verified by comparing the results of the program.

The main purpose of this study is to evaluate the seismic capacity of R/C building having masonry spandrel-walls. The pseudo dynamic test was applied in order to investigate relationships of the short column effect between a pure R/C frame and a R/C frame having masonry spandrel-walls. At the same time, the non-linear dynamic analysis was carried out and compared test results.

In this study, dynamic behavior of suspension bridge was evaluated under moving truck and lane load specified in the Korean limit state design code. The essential parameters affecting dynamic behaviour of bridges, i.e., road surface roughness and vehicle speed were considered. The road surface roughness was randomly generated based on ISO 8608 and the vehicle speed was considered 60~120 km/h. 3-D finite element model for the selected suspension bridge was constructed and Newmark’s direct integration method was used for bridge-vehicle interaction analysis.

This study is a result of the dynamic characteristics of tall building located in Haewoondae. In order to analyze the natural frequency and damping ratio of the building, acceleration is measured through wind monitoring system during 6 months.

To evaluate the traffic safety of PSC box bridge for high running speed up to 500km/h of KTX, a dynamic analysis of displacement spectrum on the bearings of bridge is needed concurrently with existing design specifications. Longitude/transverse directions of displacement spectrum are considered to analyze the dynamic structural behaviors of PSC bridges as well as harmonic running movements of KTX due to three mass; a cargo body, front/rear bogies and four wheel axises connected with two suspensions. KTX power train is modeled by 38 degree-of -freedom ; 6 degree-of-freedom for body and bogies, and 5 degree-of-freedom for wheel axises. The rotation spectrum of KTX resulted in the analysis will be focused on the design specification of KTX running on the bridge, for increasing its speed as a new evaluation standards of traffic safety.

Long span arch structure is composed of arch as relatively flexible structure and column as relatively rigid structure. In this study, the characteristic of dynamic response is analyzed according to the dynamic characteristics between arch and columns. The result of analysis for arch as relatively vertical vibration mode is dominant, the influence of columns mainly appears at relatively high frequency band according to increase of 1st mode frequency in column.

Based on Measurement of the dynamic Modulus of Elasticity Lightweight Aggregate Concrete using USPV. Depending on the materials used absolute difference in dynamic modulus of elasticity was verified, but increasing load was caused Ultrasonic velocities increase, and accordingly the relative value increase in dynamic modulus of elasticity identical trend was confirmed.

In this study is experiment result of steel fiber reinforced concrete panel with damage characteristics. To assess the damage characteristics of SFRC panel, aggregate size and steel fiber was used as a variables. The experimental results show that steel fiber reinforced concrete panel is superior compared to normal reinforced concrete panel on area loss rate and weight loss rate. The experimental results of concrete panel with aggregate size 8mm is superior than 20mm.

As the interest in leisure sports is recently increasing domestically and internationally, the number of descending experience in the air facilities is increasing. Study on the cable and wire installed on a bridge has been actively preceded from the past to the present, but for descending experience in the air facilities for leisure sports, an accident occurs frequently and examination the structural safety of these facilities is still insufficient. Therefore, structural safety by dynamic impact is evaluated through 3-dimensional infinite element modeling and analysis of the steel cable for leisure sports previously installed. It is judged that more systematical safety than before could be secured based on this.

The purpose of this study is to provide the damage detection method on shear building structures by the damage index directly induced from dynamic equation. The provided damage index could be estimated from measured mode shape of undamaged structure and frequency difference between undamaged and damaged structure. The damage detection method is applied to numerical analysis model such as MATLAB and MIDAS GENw for the verification. The damage index at damaged story represents (-) sign and 15 times than other undamaged stories.

Constitutive modeling of constituent materials is very important for reinforced concrete (RC) frames. Cyclic constitutive behavior of unconfined concrete, confined concrete and reinforcing steel should be well defined in fiber-based discretization of RC sections. This study performs nonlinear dynamic analyses of RC frame structures to investigate the sensitivity of seismic behavior of such frames to different constitutive models of constituent materials. The study specifically attempts to examine confinement effects in concrete modeling and degrading effects in steel modeling, which substantially affects the monotonic, cyclic and seismic responses of RC members and frames. Based on the system level analysis, it is shown that the response of non-ductile frames is less sensitive to confined concrete models while the modeling of reinforcing steel is quite influential to the inelastic response of both non-ductile and ductile frames.

비보강 조적벽체를 이용한 저층 건축물은 국내에 가장 흔히 볼 수 있는 주거형태이지만, 비보강 조적벽체는 높은 횡강성에 비하여 연성능력 부족 등의 이유로 지진으로부터 구조적 피해를 피하기 힘든 횡력저항시스템으로 알려져 있다. 하지만, 국내 비보강 조적벽체 전단강도와 전단강성에 대한 실험적 연구는 부족한 편이며, 실제 지진이 발생했을 비보강 조적벽체를 횡력저항요소로 사용하는 건축물의 내진성능에 대한 연구는 상대적으로 부족한 실정이다. 이로 인하여 국내 비보강 조적벽체의 특성을 반영하고 있다고 볼 수 없는 FEMA 356에서 제시하고 있는 비보강 조적벽체의 전단강도와 강성을 준용하여 사용하고 있다. 본 연구에서는 우선 FEMA 356에서 제시하고 비보강 조적벽체의 전단강도와 강성을 실험결과와의 차이에 대해 기술하고, 이 차이가 현황조사와 실험데이터를 바탕으로 결정한 표본 비보강 조적조 건축물의 내진성능에 미치는 영향과 경과년수에 따른 영향을 증분동적해석을 이용하여 계산된 붕괴여유비와 구조성능의 불확실성을 표현하는 베타값을 이용하여 분석하였다. 해석결과를 통하여 FEMA 356에 의한 전단강도와 강성을 사용할 경우 조적조 건축물의 붕괴여유비와 베타값을 과소평가하는 것으로 나타났다. 하지만, 두 경우 모두 국내 내진설계기준에서 제시하는 성능기준을 만족하지 않는 것으로 나타났으며, 경과연수가 클수록 이런 현상은 뚜렷해지며, 30년 이상 경과된 조적조 건축물은 2400년 재현주기의 지진에 붕괴확률이 약 90%에 도달하는 것으로 나타났다.

The displacement Deep-V catamaran concept was developed in Newcastle University(UNEW) through development of the systematic Deep-V catamaran series. One of the most important Deep-V catamaran launched to date is Newcastle University's own multi-purpose research vessel, The Princess Royal. The vessel was launched in 2011 and enhanced the Deep-V catamaran concept further with the successful adoption of a novel anti-slamming bulbous bow and tunnel stern for improved efficiency. It was however identified that the vessel has substantial amount of dynamic trim that limited the visibility of the captain. The dynamic trim also increased the wave-making resistance thereby preventing the vessel from attaining its maximum speed in certain sea states. This paper therefore presents the application of devices such as Trim Tabs, Interceptors, Transom Wedges and Integrated Transom Wedges-Tabs to control the dynamic trim and improvement of fuel efficiency of the vessel. All of these energy saving devices were fitted into a model for tests in Newcastle University's Towing Tank. Model test verification confirmed that the optimum appendage was the interceptors, they produced a 5% power saving and 1.2 degree trim reduction at 15 knots, and investigations of full scale trials will be scheduled with and without application of device to compare the improvement of performance.

For the reliable design of an offshore platform, it is very important to reduce the effects of wave forces as well as to increase the safety of structure. In order to reduce the wave forces on structures, the partial porous cylinder, which is composed of a porous part located near free surface and a rigid part bounded top and bottom by impermeable end caps, is newly suggested. Using the Eigen-function expansion method the wave force on partial porous cylinders are calculated. Applying the wave forces and seismic forces, the dynamic response evaluations of the platform are carried out through the modal analysis and the substructure method based on the effect of soil-structure interaction. The displacement and bending stress are computed using the various input parameters, such as the shear-wave velocity of soil and the porosity rate.

Vibration measurements were conducted before and after the experiment of static loading test for soil-wall in wooden structures. As a result, natural period was changed depending on the damage of soil-wall. Accordingly, the damage assessment was carried out using each specimen strength degradation and the dynamic characteristics.

This study focuses on dynamic behaviors of simply supported beams, especially, vertical displacements. Based on moving load model, the displacement is estimated by response superposition. The displacements tend to increase as load velocity increases except under resonance velocity and show very large values under resonance velocity. Therefore, we should investigate the resonance between train and structure.

In this study, experiments to evaluate concrete breakout capacity of anchor under dynamic shear loading were performed. The cast-in-place anchors without reinforcement were prepared for dynamic and static loading tests. Three specimens were tested for dynamic tests and one specimen for static test. It was found from the tests that the concrete breakout capacity of anchors without reinforcement under dynamic loading was about 6% higher than static loading.