• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
• /
• pp.567-568
• /
• 2009

The CAMUS 2000-1 experimental program were performed in France to investigate of the 1/3-scaled reinforced concrete bearing walls behavior on the shaking table under biaxial earthquake loading. The nonlinear 3D finite element analysis of push over test and linear dynamic analysis under biaxial earthquake loading are investigated with the concrete damaged plasticity model using ABAQUS.

• 비파괴검사학회지
• /
• 제31권6호
• /
• pp.601-608
• /
• 2011

This paper presents the damage assessment of a building structure by using a novel optical fiber accelerometer system. Especially, a sub-scaled building model is designed and manufactured to check up the feasibility of the optical fiber accelerometer for structural health monitoring. The novel accelerometer exploits the moir$\acute{e}$ fringe optical phenomenon and two pairs of optical fibers to measure the displacement with a high accuracy, and furthermore a pendulum to convert the displacement into acceleration. A prototype of optical fiber accelerometer system has been successfully developed that consists of a sensor head, a control unit and a signal processing unit. The building model is also designed as a 4-story building with a rectangular shape of $200{\times}300$ mm of edges. Each floor is connected to the next ones by 6 steel columns which are threaded rods. Basically, a random vibration test of the building model is done with a shaker and all of acceleration data is successfully measured at the assigned points by the optical fiber accelerometer. The experiments are repeated in the undamaged state and the damaged state. The comparison of dynamic parameters including the natural frequencies and the eigenvectors is successfully carried out. Finally, the optical fiber accelerometer is proven to be prospective to evaluate dynamic characteristics of a building structure for the damage assessment.

• 한국지진공학회논문집
• /
• 제23권4호
• /
• pp.221-229
• /
• 2019

Several water tanks installed in the building were damaged during the Gyeongju earthquake (2016) and the Pohang earthquake (2017). Since a water tank for fire protection is very important component, seismic safety should be ensured. In this study, an interaction between a water tank and a building was studied by the dynamic analysis of the RC building with the water tank. In case the water tank was installed on the roof of the RC building, it was confirmed that it did not significantly affect the response of the building. Based on the result, dynamic response characteristics of the water tank in the building were studied using two SDOF models represented dynamic behavior of the water tanks under earthquake. An earthquake time-history analysis was carried out with variables of aspect ratio of the tank, story of the building, and installed location in the building using three kinds of earthquakes.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1997년도 가을 학술발표회 논문집
• /
• pp.450-455
• /
• 1997

In recent years the research and development about the new material proceeds rapidly and actively in building industry. We are concerned with high-strength concrete as a new material. As the building structure becomes bigger, higher and more specialized, so does the demand of material and member with high strength for building expands greatly. In the future, we will quite need to research repair and rehabilitation to make high strength concrete structural building for our safe. So, I did an study on carbon fiber sheet rehabilitation(CFSR) of reinforced high strength concrete beams. The carbon fiber reinforced plastic(CFRP) bonding method is widely used for reinforcing the existing concrete structure among the various methods. The test results indicate that CFS is very effective for strengthening the damaged beams and controlling deflections of the repaired beams. When carbon fiber sheet rehabilitation of reinforced high strength concrete beams happened diagonal crack, the increase in the number of CFS layer didn't effect the increase in strength of beams. Also, by changing the CFS stick position gave diversified ultimate load in CFSR beams.

• 한국지반공학회논문집
• /
• 제20권7호
• /
• pp.15-24
• /
• 2004

본 논문은 1994 Northridge 지진에 의해 발생된 주거건물손상에 관하여 건물 교체시의 가격에 대한 상대적 수리비용의 개념으로 GIS기반의 손상평가에 관하여 기술하였다. 빌딩손상은 164개의 서로 다른 지역에서 얻어진 지진기록으로부터 유도된 지진매개변수와 빌딩위치 및 안전조사보고서를 바탕으로 평가하였다. 본 논문은 가장 심한 건물피해를 받은 위치를 규명하는 인식 알고리즘이 GIS를 통하여 개발되었다. 이러한 알고리즘은 지진 후 신속한 응급조치와 위성으로부터 얻어진 데이터를 짧은 시간에 분석할 수 있는 프레임을 제공한다.

• 한국조명전기설비학회:학술대회논문집
• /
• 한국조명전기설비학회 2009년도 춘계학술대회 논문집
• /
• pp.332-335
• /
• 2009

Incase of not considered seismic design at transformer vault which is made of many informant electrical facility, facility is damaged, electrical fire breaks out and second damage is able to break out at generating earthquake. But seismic design yet is not applied to at transformer vault in the country. Regard to seismic design method of electrical facility installed in the building internal, we present the seismic design of electrical facility using "Building construction design standard" in internal and "Manual of seismic design and construction for Building Electrical facility" in japan. This paper will be used detail seismic design of pipe and facility. reliability inspection plan for seismic design and construction of electrical facility

• Computers and Concrete
• /
• 제16권4호
• /
• pp.531-544
• /
• 2015

The objective of this study was to examine the effect of repair mortar on the dynamic properties such as natural frequencies, mode shape and damping ratios of two story single span scale reinforced concrete building. To this end, two story single span scale reinforced concrete building having dimensions of 150 cm (width), 150 cm (length) and 135 cm (height) was constructed. Workmanship defects such as separation of material, faulty vibration application and bad gradation of the structure were properly evaluated. Dynamic properties of damaged structure were experimentally determined using Operational Modal Analysis (OMA). Detected defects in the structure were fixed by plastering with repair mortar. Dynamic properties of repaired structure were reevaluated by using the OMA method. Finite element software called Abaqus was used to numerically determine dynamic properties of the structure. Structure modeled as solid was subjected to Linear Perturbation Frequency Method. The changes in dynamic properties of structure after the repair process were comparatively studied by evaluating experimental and numerical results.

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2020년도 가을 학술논문 발표대회
• /
• pp.149-150
• /
• 2020

Granting self-sensing performance in a building is an important performance to ensure the degree of damage and safety of the building. Since the current research is being conducted in the state before deterioration loss occurs, it is necessary to confirm whether the self-sensing performance is maintained even in the damaged conductive cement composite. As part of the study, electrical resistance characteristics were analyzed in conductive cement composites in which freeze-thawing and chemical corrosion occurred. As a result, it was found that the change in electrical resistance value due to freeze-thawing was not as large as 1%, and chemical corrosion occurred. It was found that the change in electrical resistance value of the tested specimen increased by about 10%.

• 대한원격탐사학회지
• /
• 제35권5_2호
• /
• pp.819-829
• /
• 2019

붕괴사고가 발생하였을 시, 피해악화를 방지하기 위해 즉각적인 대응이 필요하며 피해면적 산출, 대응 및 복구 계획 수립 등이 이루어져야 한다. 이를 위해선 피해지역에 대한 정확한 탐지가 이루어져야 한다. 본 연구는 붕괴사고 피해탐지를 위해 신속하고 실시간 대응이 가능한 Unmanned Aerial Vehicle(UAV)를 활용하여 피해지역 탐지를 수행하였다. 연구대상지역은 재개발 사업이 착수되면서 주택 및 아파트의 철거가 진행 중에 있는 울산 중구 B-05 주택재개발 지역으로 선정하였다. 이 지역은 건물의 철거 모습이 붕괴된 상태와 유사하고 철거 전후의 변화가 뚜렷하게 나타나 있으며, 2019년 5월 17일, 7월 9일 각각 UAV 영상을 획득하였다. 건물의 붕괴 전후 영상에서 변화지역을 피해지역으로 판단하였으며, 이를 위해 대표적인 변화탐지 기법인 분광벡터 변화분석 기법(Change Vector Analysis)과 SLIC(Simple Linear Iterative Clustering)기반 superpixel 기법을 이용하였다. 피해지역을 정확하게 탐지하기 위해 비관심지역(식생)을 ExG(Excess Green)를 이용하여 1차적으로 제거해주었고, 변화탐지가 된 객체들 중 면적으로 인한 오탐지가 된 객체들은 최소면적을 계산하여 최종적으로 제거해주었다. 그 결과 변화지역 탐지의 전체결과는 95.39%를 나타냈으며, 추후 붕괴사고에 대한 대응 및 복구대책 및 피해액 산출 등 다양한 자료로 활용할 수 있을 것으로 기대된다.

• 한국ITS학회 논문지
• /
• 제18권3호
• /
• pp.95-105
• /
• 2019

최근 들어 도로 노면 파손의 위치 정보를 수집하기 위한 영상 처리 기술에 대한 연구가 활발히 진행되고 있다. 대표적으로 차량에 탑재가 가능한 스마트폰이나 블랙박스를 통해 영상을 얻고 이를 영상처리 알고리즘을 사용하여 인식하는 기술이 주로 사용된다. GPS 모듈과 연계하여 실제 파손 위치를 파악할 때 가장 중요한 기술은 영상 처리 알고리즘인데, 근래에는 대부분 인공지능을 통한 알고리즘이 연구 주제로 주목받고 있다. 이와 같은 맥락에서 본 연구에서도 영역 기반의 합성곱 방식 계열의 객체인식 (Object Detection) 방법을 사용한 인공지능 영상 처리 알고리즘에 대하여 논의하고자 한다. 도로 노면 파손 객체 인식 성능을 향상시키기 위하여 도로 노면 파손 영상 600여 장과 일반적인 도로 주행 영상 1500여 장으로 학습 데이터베이스를 구성하였다. 또한 배경 객체 인식 방법을 적용한 지도 학습을 수행하여 도로 노면 파손의 오탐을 감소시켰다. 그 결과 동일한 테스트용 데이터베이스를 통해 알고리즘의 인식 성능을 mAP 평균값 기준 9.44%만큼 향상시킨 새로운 방법을 소개하고자 한다.