• 한국건축시공학회지
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• 제22권6호
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• pp.607-618
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• 2022

본 연구는 황토와 무기질 결합재의 수화반응을 이용하여 빗물저류조용 황토투수블록을 개발한 연구로서 제조과정의 산업부산물인 고로슬래그 미분말과 페로니켈슬래그 순환자원을 골재로 활용하고 황토투수블럭을 제작하여 물성분석을 하였다. 도심지 내 투수성 포장을 확대하고 공극이 막혀 투수기능 상실을 방지하여 우수유출저감용 빗물관리시설에 사용하기 위한 것으로써 도시지역에서 열섬현상과 도심 집중강우에 따른 도로침수 포장체 파손 등이 대한 방안으로 활용이 가능하다.

• 한국소음진동공학회논문집
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• 제19권12호
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• pp.1356-1363
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• 2009

The aim of this research is to construct eigenfrequency optimization codes for plates with Arbitrary Rank Microstructures. From among noise factors, resonance sound is main reason for floor's solid noise. But, Resonance-elusion design codes are not fixed so far. Besides, The prediction of composite material's capability and an resonance elusion by controlling natural frequency of plate depend on designer's experiences. In this paper, First, using computer program with arbitrary rank microstructure, variation on composite material properties is studied, and then natural frequency control is performed by plate topology optimization method. The results of this study are as followed. 1) Programs that calculate material properties along it's microstructure composition and control natural frequency on composite material plate are coded by Homogenization and Topology Optimization method. and it is examined by example problem. 2) Equivalent material properties, calculated by program, are examined for natural frequency. In this paper, Suggested programs are coded using $Matlab^{TM}$, Feapmax and Feap Library with Homogenization and Topology Optimization method. and Adequacy of them is reviewed by performing the maximization or minimization of natural frequency for plates with isotropic or anisotropic materials. Since the programs has been designed for widely use. If the mechanism between composite material and other structural member is identified, extension application may be possible in field of structure maintenance, reinforcement etc. through application of composite material.

• 컴퓨터교육학회논문지
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• 제21권6호
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• pp.39-47
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• 2018

이 연구는 사다리타기 게임에서 등장하는 사다리 모양에 따른 이산구조를 순열과 조합적 사고, 알고리즘적 구현을 통하여 최소생성사다리를 생성하는 방법과 컴퓨팅 사고력과의 관련성을 탐구하는 내용을 다루었다. 먼저 연구자는 사다리 모양의 세로판과 가로판의 조합에 따라서 생성되는 순열 중에서 역순열에 대응하는 사다리(최소생성사다리)를 필터링 기법과 새로 개선한 알고리즘을 고안하여 Mathematica 프로젝트로 진행하였다. 그 결과 최소생성사다리를 생성원(generator)으로 하는 새로운 그래프를 Mathematica로 창출하여 YC그래프라 이름 붙였으며 그에 대한 속성을 조사하였다. YC그래프는 이전 차원의 그래프를 내포하는 재귀적 구조와 다층 구조를 가졌으며 간선대칭의 특징을 보여주었다. 또한 계산복잡도가 증가함에 따라 세로판 5개, 가로판 10개 사다리부터 층별로 최소생성사다리를 생성하도록 탐색 공간을 분할하는 알고리즘을 적용하였다. 이 과정에서 자료의 시각화, 추상화 및 병렬처리 알고리즘 구현을 통한 컴퓨팅 사고력이 새로운 YC그래프의 창출 및 구조 분석에 기여한 것으로 나타났다.

• 한국세라믹학회지
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• 제42권3호
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• pp.193-197
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• 2005

폐유리와 점토를 이용하여 일축 가압 성형법으로 타익을 제조하였다. 유리함량, 소성온도 및 소성시간에 따른 타일의 흡수율, 밀도, 겉보기 기공률, 압축강도, 마모감량 등을 고찰하였다. 소성온도 및 유리함량이 증가함에 따라 타일의 특성은 향상되었다. 폐유리를 $70wt.\%$ 사용하고 $1,050^{circ}C$에서 소성한 타일이 가장 우수한 특성을 나타내었으며, 이 때의 흡수율, 밀도, 겉보기 기공률, 압축강도, 마모감량은 각각 $0.9\%,\;2.3g/cm^3,\;2.1\%$, 210 MPa, 0.022g이었다. 이는 유리상의 혈성에 의잔 결과로서 타일의 기공 감소 및 치밀화에 기여하기 때문이다. 제조된 타일의 특성은 상용화되고 있는 일반 자기질 타일과 비교하여 우수한 특성을 나타내고 있으며, 바닥 및 내$\cdot$외벽용 무유타일로 적용 가능할 것이다.

• 한국구조물진단유지관리공학회 논문집
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• 제24권5호
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• pp.119-125
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• 2020

에폭시 계열의 합성수지와 골재를 혼합함으로써 진동저감 성능을 크게 증가시킨 고감쇠 콘크리트에 대한 연구가 활발히 진행되고 있는데, 이러한 폴리머 혼입 고감쇠 콘크리트는 배합 시, 시멘트와 물을 사용하지 않으므로, 일반 콘크리트에 비해 경화시간이 매우 짧고, 물리적 특성 및 동특성 등이 매우 우수하여, 층간소음 및 진동 저감이 요구되는 건축구조물에의 폭넓은 활용이 기대되고 있다. 한편, 폴리머 혼입 고감쇠 콘크리트의 활용성을 넓히기 위한 방안으로, 보강재 분야에 대한 연구가 다양하게 진행되어 왔으나, 폴리머 콘크리트가 일반 콘크리트 및 기존 방진보강재를 완전히 대체하기 위해서는 물리적 특성, 동적 물성, 생산성 및 현장 적용성 등을 고려하여 진동저감 성능에 대한 전반적인 검토가 필요한 실정이다. 본 연구에서는 폴리머 콘크리트의 에폭시 혼입비율별 물리적, 동적 특성을 일반 콘크리트와 비교한 결과, 탄성계수는 비슷한 반면, 압축, 인장, 휨강도가 상당히 우수한 결과를 보였으며, 특히 인장강도는 4~10배 이상 큰 차이를 보였으며, 주파수 응답함수와 감쇠비를 Modal 시험과 유한요소해석 모델을 통해 도출하여 검토한 결과, 폴리머 콘크리트의 동적 강성이 일반 콘크리트 보다 20% 크게 나타났고, 감쇠비는 약 3배 정도 높은 것으로 나타났다.

• 한국농공학회지
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• 제40권1호
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• pp.49-56
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• 1998

Ths study was peformed to evaluate the degree of degradation and safety of a small agricultural reservoir, Kosam Reservoir, in Kyungki Province. Evaluation was done by the program developed by the authors. Results of the study are as follows: 1) Although many burrows were found in downstream side of embankment and cracks were found in wall joining spillway, it appeared that degree of degradation of embankment was in good conditions. 2) Compressive strengths of concrete of crest, side channel, chute floor of spillway were in poor condition. But it appeared that overall degree of degradation of structures was in medium condition based on the criteria of the evaluation system 3) From the analysis of slope stability, safety factor of downstream slope was over 3.3 for the worst condition, such as flood and high water level and that of upstream slope was also over 3.6 for rapid drawdown. In case of earthquake, safety factors were over 2.5 for all conditions. Therefore embankment slopes of Kosam Reservoir were very stable for normal and earthquake condition. 4) As upon assumed failure of embankment of Kosam Reservoir, degree of damage was estimated to be very serious because of many loss of life and properties in the downstream area. 5) Overall grade of safety of Kosam Reservoir was in good condition. Therefore safety was considered to be "No problems" at the present time but further degradation may be proceeded partly and continuously as time goes by.e goes by.

• Earthquakes and Structures
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• 제15권4호
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• pp.395-402
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• 2018

Floor location of adjacent buildings may be different in terms of height elevation, and thus, the slab may hit on the columns of adjacent insufficiently separated buildings during severe ground motions. Such impacts, often referred to as mid-column pounding, can be catastrophic. Substantial pounding damage or even total collapse of structures was often observed in large amount of adjacent low rise buildings. The research on the mid-column pounding between low rise buildings is in urgency need. In present study, the responses of two adjacent low rise buildings with unequal heights and different dynamic properties have been analyzed. Parametric studies have also been conducted to assess the influence of story height difference, gap distance and input direction of ground motion on the effect of structural pounding response. Another emphasis of this study is to analyze the near-fault effect, which is important for the structures located in the near-fault area. The analysis results show that collisions exhibit significant influence on the local shear force response of the column suffering impact. Because of asymmetric configuration of systems, the structural seismic behavior is distinct by varying the incident directions of the ground motions. Results also show that near-fault earthquakes induced ground motions can cause more significant effect on the pounding responses.

• Structural Engineering and Mechanics
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• 제18권3호
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• pp.343-362
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• 2004

Rocking response of rigid bodies with rectangular footprint, freely standing on horizontal rigid plane is studied analytically. Bodies are subjected to simulated single component of horizontal earthquakes. The effect of baseline correction, applied to simulated excitations, on the rocking response is first examined. The sensitiveness of rocking motion to the details of earthquakes and geometric properties of rigid bodies is investigated. Due to the demonstrated sensitivity of rocking response to these factors, prediction of rocking stability must be made in the framework of probability theory. Therefore, using a large number of simulated earthquakes, the effects of duration and shape of intensity function of simulated earthquakes on overturning probability of rigid bodies are studied. In the case when a rigid body is placed on any floor of a building, the corresponding probability is compared to that of a body placed on the ground. For this purpose, several shear frames are employed. Finally, the viability of the energy balance equation, which was introduced by Housner in 1963 and widely used by nuclear power industry to estimate the rocking stability of bodies, is evaluated. It is found that the equation is robust. Examples are also given to show how this equation can be used.

• Structural Engineering and Mechanics
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• 제17권3_4호
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• pp.539-556
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• 2004

In this paper, the design, fabrication and characterization of a piezoelectric friction damper are presented. It was sized with the proposed practical procedure to minimize the story drift and floor acceleration of an existing 1/4-scale, three-story frame structure under both near-fault and far-field earthquakes. The design operation friction force in kip was numerically determined to range from 2.2 to 3.3 times the value of the peak ground acceleration in g (gravitational acceleration). Experimental results indicated that the load-displacement loop of the damper is nearly rectangular in shape and independent of the excitation frequency. The coefficient of friction of the damper is approximately 0.85 when the clamping force on the damper is above 400 lbs. It was found that the friction force variation of the damper generated by piezoelectric actuators with 1000 Volts is approximately 90% of the expected value. The properties of the damper are insensitive to its ambient temperature and remain almost the same after being tested for more than 12,000 cycles.

• Computers and Concrete
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• 제31권1호
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• pp.23-32
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• 2023

Reinforced concrete flat slab (RCFS) with columns is a standard gravity floor system for tall buildings in North America. Typically, RCFS-column connections are designed to resist gravity loads, and their contribution to resisting seismic forces is ignored. However, past experimental research has shown that RCFS-column connections have some strength and ductility, which may not be ignored. Advanced numerical models have been developed in the past to determine the nonlinear cyclic behavior of RCFS-column connections. However, these models are either too complicated for nonlinear dynamic analysis of an entire building or not developed to model the behavior of modern RCFS-column connections. This paper proposes a new nonlinear model suitable for modern RCFS-column connections. The numerical model is verified using experimental data of specimens with various material and reinforcement properties. A 40-story RC shear wall building was designed and analyzed to investigate the influence of RCFS on the global response of tall concrete buildings. The seismic responses of the building with and without the RCFS were modelled and compared. The results show that the modelling of RCFS has a significant impact on the inter-story drifts and force demands on both the seismic force-resisting and gravity elements.