• 한국구조물진단유지관리공학회 논문집
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• 제27권2호
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• pp.33-41
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• 2023

배관의 변형 능력을 향상할 수 있는 지진분리이음의 적용은 내진성능을 향상할 수 있는 효과적인 방법이다. 축 방향의 팽창 및 수축, 휨 변형에 대한 능력이 있는 지진분리이음은 변형이 예상되는 위치에 설치하여 배관을 안전하게 보호하기 위한 목적으로 사용된다. 벨로우즈는 유연하며 강성이 낮으므로 큰 변형에 대응하는 능력이 뛰어나기 때문에 지진분리이음으로 사용할 수 있다. 이 연구에서는 2겹 및 3겹 벨로우즈 시험체의 휨 변형에 대한 내진성능과 한계상태를 평가하였다. 내진성능은 지진하중으로 인한 저주기 피로를 고려하기 위하여 점진반복하중을 적용하여 평가하였다. 평가된 내진성능의 한계상태에 대한 여유도를 확인하기 위하여 일정한 진폭의 반복하중을 적용한 실험을 수행하였다. 실험결과 벨로우즈 시험체는 스테인리스 강재로 제작되어 연신율이 높아 3겹 벨로우즈 시험체의 최대 가력 변위에서도 2겹 벨로우즈 시험체는 3 사이클 이내로 저항하는 한계성능을 가짐을 확인할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2009년도 춘계 학술대회 제21권1호
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• pp.459-460
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• 2009

PC(Precast Concrete)구조시스템은 건식화 조립식 공법으로 구조물 건설에 있어 공기, 노동력 절감 등의 여러 장점을 가지고 있다. 하지만 구조벽체의 경우 PC화할 경우 접합부의 내진성능이 부족하여 구조벽체를 PC화하여 적용하는 경우는 드물다고 할 수 있다. 본 연구에서는 이러한 점을 감안하여 접합부 성능을 개선하여 횡력저항요소로 사용가능한 PC구조벽체를 고안하였다. 제안된 PC구조벽체는 지진발생 시 충분한 강도와 변형능력을 확보할 수 있도록 하였다. 제안된 PC구조벽체의 실험결과, 제안된 PC구조벽체는 충분한 내진성능을 확보할 수 있는 것으로 나타났다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2014년도 춘계 학술논문 발표대회
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• pp.176-177
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• 2014

Although the modified epoxy mortar can be applied to the reinforcement for RC member, the mortar has been little used in construction site. In addition, there is a few studies regarding the experiment as the material improving the seismic performance. Therefore, this study is to propose an effective reinforcement alternative for RC Ordinary Moment Resisting Frame (OMRF) through evaluation of seismic performance and economic analysis. The findings of this study can be utilized as the basic data in construction sites when the modified epoxy mortar is applied for seismic performance reinforcement.

• 지구물리
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• 제9권4호
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• pp.351-359
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• 2006

We investigated subsurface structures of the Bransfield Basin, the Antarctic with AUH (Autonomous Underwater Hydrophne) which was designed to record abyssal T-waves generated from submarine earthquakes. The data obtained from a multi-channel seismic survey and an AUH were used for this study. A seismic reflection method was applied to the multi-channel seismic survey data in order to identify bathymetry and sedimentary structures, and the signals recorded in the AUH were used to obtain deep structures as we applied a seismic refraction method. Even though we couldn’t investigate deeper and detailed structure in study area because of lack of Airgun’s capacity, the AUH showed possibilities for being used for a marine seismic survey. From this experiment, we decided the upper and lower sediment layer velocities, detected irregular basement topography probably caused by submarine volcanic/magmatic activities, and retrieved the velocity of the basement and the depth of the sediment layer/basement boundary.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 추계 학술발표회 제16권2호
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• pp.65-68
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• 2004

In the seismical capacity evaluation for RC structure wall-slab joint is very important factor. Because lateral load is resistance element and gravity load resistance element are acted mutually in the wall-slab joint. In this paper, to improve the seismic capacity of the wall-slab joint in the existing wall type apartments experiment which improve and retrofit a seismic capacity by unequal angle bracing and carbon sheet attachment are carried out. These methods are also economic and simple in mitigating seismic hazard, improve earthquake-resistance performance, and reduce risk level of building occupants. From the experimental results, the change of strength, degration of stiffness, and energy dissipation are evaluated. It can be concluded that these methods are effective in improving the seismic performance.

• 한국재난정보학회 논문집
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• 제20권2호
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• pp.411-418
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• 2024

연구목적: 본 연구에서는고인장 합금재를 활용하여 기존 철근콘크리트 기둥의 내진성능 향상이 가능한 새로운 형식의 볼트 체결식 내진보강재를 개발하고자 한다. 연구방법: 고인장 합금재인 SUS304 및 일반 구조용 강재인 SS275를 이용하여 T형 단면 강판을 제작하고 이를 SCM435의 고장력 볼트로 체결한 내진보강재 실험체를 제작하여 휨 실험을 통해 재료적 특성이 내진 보강성능에 미치는 영향에 대해 비교 분석한다. 연구결과: SUS304를 사용한 실험체가 7% 높은 최대 강도와 22% 높은 항복 강도를 보이며, 360MPa 더 높은 압축응력을 나타낸다. 또한 중립축의 변화도 더 미소하여 더 우수한 내력을 가진 것으로 판단된다. 결론: 동일한 단면에서 SUS304를 사용한 내진보강재가 휨 강도, 항복강도, 인장강도, 중립축 변화, 연성능력 측면에서 더 우수한 것으로 판단되며 추후 연구에서 철근콘크리트 기둥 실물 실험체에 적용함으로써 기둥-보강재간 일체 거동에 대한 실험이 필요하다고 사료된다.

• 토지주택연구
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• 제4권2호
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• pp.185-192
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• 2013

이 논문에서는 저층 경량건물을 대상으로 고성능 내진을 구현하기 위하여 적용된 복합면진시스템의 적용효과가 비선형해석과 현장실험을 통하여 제시되었다. 이 연구에서 적용된 복합면진시스템은 슬라이딩베어링(sliding bearing)과 적층고무베어링(laminated rubber bearing)을 혼용하는 방법으로 전체 면진시스템의 고유주기를 신장시키는데 있어서 적층고무베어링이 지니는 한계를 극복하기 위한 것이다. 비선형해석결과, 복합면진시스템을 채용하여 설계된 면진건물은 아주 드물게 발생하는 강진에 대해서도 최대응답변위가 허용설계변위 이내이며, 최대응답전단력이 설계지진력 이하이므로 안전하게 유지될 수 있음을 알 수 있었다. 또한 현장실험결과, 면진층의 강성은 설계 등가강성 값의 약 95.8%에 해당하는 값을 나타내 전체 면진시스템의 실제 특성이 설계값과 잘 일치하고 있음을 확인할 수 있었다.

• Smart Structures and Systems
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• 제17권4호
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• pp.541-557
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• 2016

Prefabricated bridge substructures provide new possibility for designers in terms of efficiency of creativity, fast construction, geometry control and cost. Even though prefabricated bridge columns are widely adopted as a substructure system in the bridge construction project recently, lack of deeper understanding of the seismic behavior of prefabricated bridge substructures cause much concern on their performance in high seismic zones. In this paper, experimental research works are presented to verify enhanced design concepts of prefabricated bridge piers. Integration of precast segments was done with continuity of axial prestressing tendons and mild reinforcing bars throughout the construction joints. Cyclic tests were conducted to investigate the effects of the design parameters on seismic performance. An analytical method for moment-curvature analysis of prefabricated bridge columns is conducted in this study. The method is validated through comparison with experimental results and the fiber model analysis. A parametric study is conducted to observe the seismic behavior of prefabricated bridge columns using the analytical study based on strain compatibility method. The effects of continuity of axial steel and tendon, and initial prestressing level on the load-displacement response characteristics, i.e., the strain of axial mild steels and posttensioned tendon at fracture and concrete crushing strain at the extreme compression fiber are investigated. The analytical study shows the layout of axial mild steels and posttensioned tendons in this experiment is the optimized arrangement for seismic performance.

• Nuclear Engineering and Technology
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• 제51권2호
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• pp.561-572
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• 2019

In the design criterion for the nuclear power plant piping system, the limit state of the piping against an earthquake is assumed to be plastic collapse. The failure of a common piping system, however, means the leakage caused by the cracks. Therefore, for the seismic fragility analysis of a nuclear power plant, a method capable of quantitatively expressing the failure of an actual piping system is required. In this study, it was conducted to propose a quantitative failure criterion for piping system, which is required for the seismic fragility analysis of nuclear power plants against critical accidents. The in-plane cyclic loading test was conducted to propose a quantitative failure criterion for steel pipe elbows in the nuclear power plant piping system. Nonlinear analysis was conducted using a finite element model, and the results were compared with the test results to verify the effectiveness of the finite element model. The collapse load point derived from the experiment and analysis results and the damage index based on the stress-strain relationship were defined as failure criteria, and seismic fragility analysis was conducted for the piping system of the BNL (Brookhaven National Laboratory) - NRC (Nuclear Regulatory Commission) benchmark model.

• Nuclear Engineering and Technology
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• 제54권5호
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• pp.1712-1725
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• 2022

For improving the seismic performance of the nuclear power plant (NPP) piping system, attempts have been made to apply a dynamic absorber (DA). However, the current piping DA design method is limited because it cannot provide the globally optimum values for the target design seismic loading. Therefore, this study proposes a seismic time history analysis-based DA optimal design method for piping. To this end, the Kriging approach is introduced to reduce the numerical cost required for seismic time history analyses. The appropriate design of the experiment method is used to increase the efficiency in securing response data. A gradient-based method is used to efficiently deal with the multi-dimensional unconstrained optimization problem of the DA optimal design. As a result, the proposed method showed an excellent response reduction effect in several responses compared to other optimal design methods. The proposed method showed that the average response reduction rate was about 9% less at the maximum acceleration, about 5% less at the maximum value of the response spectrum, about 9% less at the maximum relative displacement, and about 4% less at the maximum combined stress compared to existing optimal design methods. Therefore, the proposed method enables an effective optimal DA design method for mitigating seismic response in NPP piping in the future.