• 한국공간구조학회논문집
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• 제7권2호
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• pp.97-104
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• 2007

최근 산업 발전과 더불어 대공간 건축물의 수요가 급증하고 있다. 이 분야 선진 기술은 지간 300m 이상의 대공간 건축물 실현도 가능하게 하고 있다. 대공간 구조에는 쉘구조, 스페이스 프레임 구조, 막구조, 케이블구조 등이 있다. 대공간 건축물은 기둥 없이 넓은 공간을 확보해야 하는 구조적 특성 때문에 설계초기 단계에서부터 시공문제를 병행하여 검토할 필요가 있다. 대공간 건축물 시공에 있어서 erection 공법은 공사비용, 공사기간 그리고 안전성 등에 큰 영향을 주는 것으로 알려져 있다. 대공간 건축물 erection 공법은 현장 여건 및 제반 조건에 따라서 그 수를 헤아릴 수 없을 정도로 많고 다양하지만, 대표적인 공법으로는 Element 방식, Block 방식, Sliding 방식, Lift-up 방식 그리고 복합방식 등이 있다. 본 연구에서는 기존 대공간 건축물을 대상으로 시공당시 적용한 erection공법을 조사하여 이것을 규모별, span별, 층고별, 구조형식별로 분석 및 검토하여 향후 대공간 건축물의 효율적 erection 공법 개발을 위한 기초 자료를 제공하는데 그 목적이 있다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2001년도 춘계학술대회논문집
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• pp.793-798
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• 2001

This paper is basic study of seismic response analysis for the large scaled structures subjected to seismic loading. The authors propose seismic response analysis algorithm for the multi-story structures, which are subjected to ground acceleration. This analysis method is derived from an combination of the transfer stiffness coefficient method(TSCM) and Newmark method. Numerical computation is performed for simple multi-story structures acting on an arbitrary ground acceleration. Numerical results by the TSCM which is applied to the various strong ground motion are compared with results by central difference method and Runge- Kutta method.

• 동력기계공학회지
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• 제16권6호
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• pp.86-91
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• 2012

A multi purpose environmental monitoring system has been developed as a commercially available standard using the techniques which are FBG(Fiber Bragg Grating), Hetero-core spliced fiber optic sensor and etc, for the purposes of monitoring large scaled structures and preserving natural environments. The monitoring system has been tested and evaluated in a possible outdoor condition in view of the full scaled operation at actual sites to be monitored. Additionally, the developed systems in the previous works conveniently provided us with various options of sensor modules intended for monitoring such physical quantities as displacement, distortion, pressure, binary states, and liquid adhesion. In this paper, we extend the previous results to a water leakage detection problem and develop a sensing system as a result. By the experimental study, it is verified that multi-point leakage detection is possible using single line optical fiber.

• Nuclear Engineering and Technology
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• 제46권5호
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• pp.689-698
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• 2014

Reactor internals are sensitive to dynamic loads such as earthquakes and flow induced vibration. Thus, it is essential to identify the dynamic characteristics to evaluate the seismic integrity of the structures. However, a full-sized system is too large to perform modal experiments, making it difficult to extract data on its modal characteristics. In this research, we constructed a finite element model of the APR1400 reactor internals to identify their modal characteristics. The commercial reactor was selected to reflect the actual boundary conditions. Our FE model was constructed based on scale-similarity analysis and fluid-structure interaction investigations using a fabricated scaled-down model.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1992년도 가을 학술발표회 논문집
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• pp.140-154
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• 1992

The objective of the research stated here was aimed at providing the information needed to establish the Korean Seismic Design Code Recommendations and Guides for precast concrete (P.C) large panel apartment buildings. This was accomplished by investigation and analysis of the response of P.C large panel structures subjected to shaking table excitation simulating earthquake ground motion. one of the test specimens used was 1/3-scaled 3-story box P.C model provided by Sam-Hwan Camus Corporation. The 4m $\times$4m shaking table was used to simulate the earthquake ground motion. the employed input accelerogram was the one recorded as Taft N21E component and the peak ground acceleration(PGA) was scaled depending on the desired level of seismic severity and the time according to dynamic similitude rule. Based on results obtained from shaking table test of this P.C model, the following conclusions were drawn . (1) As far as test specimen is concerned, the seismic safety factors turns out to be 7~8. (2)P.C model has damping ratio of about8% which is twice larger than in-situ R.C. structure. And (3)this model has global displacement ductility ratio of 2~3 through the energy dissipation by opening and sliding of joints.

• 대한기계학회논문집A
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• 제30권9호
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• pp.1062-1069
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• 2006

Reduction schemes approximate the lower eigenvalues that represent the global behavior of the structures. But, they are not efficient to be applied to large-scaled problems because these schemes require considerable amount of computing time in constructing reduced one from the original large-scaled systems. In addition, the selection of the primary degrees of freedom might be localized to cause the excessive emphasis of the lower mode or lost of the important modes. In the present study, a new reduction method combined with the subdomain method is proposed. For the construction of the final reduced system the system of each domain subdivided into primary, slave and interface degrees of freedom. It is remarkably efficient and accurate comparable to full-scale system. Numerical examples demonstrate that the proposed method saves computational cost effectively and provides a reduced system which predicts accurate eigen-pairs of global system.

• 한국터널지하공간학회 논문집
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• 제11권2호
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• pp.175-188
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• 2009

도심지 등 지역적인 여전에 의하여 기존의 지하 공동 또는 터널에 근접하여 발파를 이용한 새로운 터널을 굴착할 경우, 새로운 터널의 굴착으로 인하여 지반이 이완되고 따라서 기존 지하 공동의 안정성에 문제가 발생할 수 있다. 이러한 가존 지하 공동의 안정성에 문제를 발생시킬 수 있는 가장 큰 요소로는 기존 지하 공동과 신설 터널의 이격거리가 될 수 또한 신설 터널 굴착으로 인한 소성영역의 발생에 따른 지반 이완을 문제 심을 수 있다. 따라서 본 연구에서는 기존 광역 상수관과 신설 터널의 이격거리에 따른 기존 광역 상수관의 안정성을 평가하기 위하여 이격거라가 다른 여섯 가지 모델에 대해 석고를 이용힌 2차원 축소 모형실험을 실시하였다. 실험 결과는 터널 굴착과정과 파괴 단계에서 발생된 변위 벡터와 균열양상으로 표현하였다. 터널 굴착과정 중 발생하는 변위를 분석하면, 터널과 광역 상수관의 간격이 상수관 직경의 2.5배 (2.5D)까지는 이격거리가 증가함에 따라 감소하는 경향을 보인다. 그러나 중심 간격이 2.5D를 넘으면 추가변위는 발생하지 않았다.

• Smart Structures and Systems
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• 제30권3호
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• pp.263-271
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• 2022

In this paper we present an overview of damage diagnosis algorithms that have been developed over the past two decades using vibration signals obtained from structures. Then, the paper focuses primarily on algorithms that can be used following an extreme event such as a large earthquake to identify structural damage for responding in a timely manner. The algorithms presented in the paper use measurements obtained from accelerometers and gyroscope to identify the occurrence of damage and classify the damage. Example algorithms are presented include those based on autoregressive moving average (ARMA), wavelet energies from wavelet transform and rotation models. The algorithms are illustrated through application of data from test structures such as the ASCE Benchmark structure and laboratory tests of scaled bridge columns and steel frames. The paper concludes by identifying needs for research and development in order for such algorithms to become viable in practice.

• 한국전산구조공학회논문집
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• 제24권6호
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• pp.601-608
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• 2011

부유구조체의 설계를 위해서는 파랑하중하에서 부유구조체의 파랑운동 특성과 구조거동에 대한 평가가 요구된다. 부유구조체의 구조거동 평가에서는 파랑하중에 의한 파압분포가 반영되어야 하지만, hydrodynamic 해석모델과 구조해석 모델사이의 파압 연계가 어려워 정확한 구조거동 평가가 어려웠던 문제점이 있었다. 본 논문에서는 파랑하중하에서 대형 부유구조체의 정확한 구조거동 평가를 목적으로 파랑운동-구조거동 통합해석을 실시하였다. AQWA에 의한 hydrodynamic 해석을 바탕으로 부유구조체에 작용하는 파압 분포를 ANSYS Inc.에서 제공하는 Workbench 인터페이스를 이용하여 ANSYS의 구조해석 모델에 연계하였다. 연구결과 본 연구의 파랑운동-구조거동 통합해석은 파랑하중에 의해 부유구조체에 발생하는 파압분포를 구조해석 모델에 정확하게 반영할 수 있어 파랑하중에 의한 부유구조체의 구조거동을 정확하게 평가할 수 있는 것으로 나타났다. 또한, 상부 슬래브의 인장응력은 파랑 입사각 $0^{\circ}$의 경우에 가장 불리하고, 하부 슬래브의 인장응력은 파랑 입사각 $45^{\circ}$의 경우에 가장 불리한 것으로 나타났다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2016년도 제50회 동계 정기학술대회 초록집
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• pp.423.1-423.1
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• 2016

Polyvinylidene fluoride (PVDF) has drawn much attention due to its many advantages. PVDF shows high mechanical strength and flexibility, thermal stability, and good piezoelectricity enabling its application to various fields such as sensors, actuators, and energy transducers. Further studies have been conducted on PVDF in the form of thin films. The thin films exhibit different ionic conductivity according to the number of pores within the film, letting these films to be applied as electrolytes or separators of batteries. Porous PVDF membranes are also easily processed, usually made by using electrospinning. However, a large portion of researches were conducted using PVDF membranes produced by far field electrospinning, which is not a well-controlled experimental method. In this paper, we use near field electrospinning (NFES) process for more controlled, small-scaled, mesh type PVDF structures of nano to micro fibers fabricated by controlling process parameters and investigate the properties of such membranous structures. These membranes vary according to geometrical shape, pore density, and fiber thickness. We then measured the mechanical strength and piezoelectric characteristic of the structures. With various geometries in the fiber structures and various scales in the fibers, these types of structures can potentially lead to broader applications for stretchable electronics and dielectric electro active polymers.