• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2022년도 봄 학술논문 발표대회
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• pp.43-44
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• 2022

In this study, the optimum amount of chloride ions is used to collaborate with hybrid corrosion inhibitor for carbon steel rebar treatment in simulated pore concrete (SCP) solution is discovered. The corrosion inhibition performance of hybrid inhibitors is carried on by open circuit potential (OCP), electrochemical impedance spectroscopy (EIS), and potentiodynamic polarization (PP). The highest corrosion inhibition resistance is found in case of LP-C2 after 240 h exposure. Surface studies including scanning electron microscopy (SEM), and atomic force microscopy (AFM) were used to figure out the surface morphology of the steel rebar treated with hybrid inhibitors in order to collaborate well with electrochemical studies. Anodic type inhibition action was confirmed by potentiodynamic polarization study.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2005년도 춘계학술대회
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• pp.416-421
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• 2005

Most of solar system dissemination has been focused on domestic hot water system of which utilization to a building is relatively simple and safe than solar heating system. Through the survey on a cause of solar house dissemination failure in Korea, we conclude that design integration and systematic approach method for technology application are the most important element for a successful solar house. KIER(Korea Institute of Energy Research) and Hanbat National University have started new project on a development of Zero energy Solar House, called ZeSH which can be sustained just by natural energy without the support of existing fossil fuel. This is the 1st phase research of 10 years long-term ZeSH plan which develops a low-cost and $100\%$ self sufficient ZeSH. The goal of 1st phase ZeSH research is to get a $70\%$ self sufficiency only in thermal loads. Actual demonstration house, named KIER ZeSH I was designed and constructed as a result of 1st phase research work in the end of 2002. Various innovative technologies such as super insulation, high performance window, passive and active solar systems, ventilation heat recovery system are applied and evaluated to the KIER ZeSH I. A lot of computer simulations had been conducted for the optimal design and system integration in every design steps. Considering all the results from detailed hourly computer simulation, it is expected that at least $70\%$ self-sufficiency in thermal loads which is 1st phase target value can be excessively achieved in actual demonstration house. Besides, many valuable findings from the design and analysis to construction could be established such as collaboration method among the participants, practical design and construction techniques for system integration and the others. The purpose of this paper is to introduce the main findings through the development of KIER ZeSH I project. Practical guidelines in every design step for new low- or zero- energy solar house is proposed as result.

• Smart Structures and Systems
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• 제26권2호
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• pp.195-211
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• 2020

Among anti-seismic technologies, base isolation is a very effective means of mitigating damage to structural and nonstructural components, such as equipment. However, most seismic isolation systems are designed for mitigating only horizontal seismic responses because the realization of a vertical isolation system (VIS) is difficult. The difficulty is primarily due to conflicting isolation stiffness demands in the static and dynamic states for a VIS, which requires sufficient rigidity to support the self-weight of the isolated object in the static state, but sufficient flexibility to lengthen the isolation period and uncouple the ground motion in the dynamic state. To overcome this problem, a semi-active VIS, called the piezoelectric inertia-type vertical isolation system (PIVIS), is proposed in this study. PIVIS is composed of a piezoelectric friction damper (PFD) and a leverage mechanism with a counterweight. The counterweight provides an uplifting force in the static state and an extra inertial force in the dynamic state; therefore, the effective vertical stiffness of PIVIS is higher in the static state and lower in the dynamic state. The PFD provides a controllable friction force for PIVIS to further prevent its excessive displacement. For experimental verification, a shaking table test was conducted on a prototype PIVIS controlled by a simple controller. The experimental results well agree with the theoretical results. To further investigate the isolation performance of PIVIS, the seismic responses of PIVIS were simulated numerically by considering 14 vertical ground motions with different characteristics. The responses of PIVIS were compared with those of a traditional VIS and a passive system (PIVIS without control). The numerical results demonstrate that compared with the traditional and passive systems, PIVIS can effectively suppress isolation displacement in all kinds of earthquake with various peak ground accelerations and frequency content while maintaining its isolation efficiency. The proposed system is particularly effective for near-fault earthquakes with long-period components, for which it prevents resonant-like motion.

• 한국건설관리학회논문집
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• 제24권1호
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• pp.61-70
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• 2023

경제적인 측면이나 친환경적인 측면의 사유로 인해, 노후 건축물을 대상으로 그린리모델링 사업이 활발하게 진행되고 있다. 한편, 그린리모델링 사업을 추진하는 과정에서, 기존에는 설계자 및 엔지니어의 주관적 경험 및 지식에 기반하여 그린리모델링 계획이 개발되어 왔고, 이로 인해 경제성 등의 측면에서 효율적인 의사결정이 부족했다. 이에 본 연구에서는 노후 건축물의 속성을 분석하고 이에 따른 적정 리모델링 계획을 제안할 수 있는 온톨로지 기반 그린리모델링 의사결정 지원 모델을 구축하였다. 개발된 모델에서는 건축물의 기본 속성을 입력하면 온톨로지를 통한 웹검색을 기반으로 패시브 액티브 요소로 구성된 적정 리모델링 계획을 제공할 수 있다. 연구를 통해 개발된 결과물을 활용하면, 리모델링 사례의 증가에 따른 웹기반의 메타 데이터 검색을 통해 보다 객관적인 적정 리모델링 대안에 대한 의사결정 지원이 가능할 것으로 기대된다.

• 한국산학기술학회논문지
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• 제18권7호
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• pp.510-515
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• 2017

이 연구는 일제강점기 군의 갯수를 317개에서 218개로 축소시키고 군의 명칭, 관할구역 및 경계, 그뿐 아니라 군청소재지와 군청사 건축에 큰 변화를 가져온 1914년 군폐합 과정에 주목한다. 연구의 목적은 군폐합 단행 과정에서 조선총독부와 각 도 사이에 오고간 문서를 통해 조선총독부가 취한 군청사 건축방침과 각 도 및 군의 대응, 행정절차, 1910년대 군청사의 건축상태와 업무환경은 어떠했는지를 파악하는 것이다. 이 연구는 문헌연구방법을 사용한다. 기본자료는 국가기록원이 소장하는 조선총독부 문서들 중 군폐합관계서류(국가기록원 정리번호 CJA002545; CJA002546; CJA002547; CJA002548; CJA002550)와 면폐합관계서류 2개 철(CJA002549; CJA002565) 안에 산재하는 군폐합 관련 서류들이다. 그밖에 1910년대 당시 발간된 신문인 매일신보와 기존 연구들도 주요한 자료로 사용한다. 화재나 군청소재지 이전 등 어쩔 수 없는 경우가 아니면 군청사의 신축에 매우 소극적이었고 신축을 위한 예산 배정에도 소극적이었던 조선총독부의 입장과 건축방침이 1910년대 군청사로 기존건물을 전용하거나 신축, 증개축, 개수 등 건축하는데 어떤 작용을 했는지와 당시 군청사의 건축상태 및 업무환경에 어떠한 영향을 미쳤는지 살펴본다. 이를 통해 건축적 특징에만 촛점을 맞춰왔던 기존의 연구시각과는 다른 각도에서 일제강점기 군청사 연구성과를 보완한다.

• 대한토목학회논문집
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• 제26권4D호
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• pp.617-626
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• 2006

예비비의 산정은 건설공사에서 필연적으로 발생할 수뿐이 없는 예측불가능한 상황으로 인한 공사비의 증가와 공기의 연장에 대처하기 위해서이다. 예비비의 본 취지는 불확실한 요소로 인한 예기치 못한 공사비 증가에 대비하기 위한 수동적인 면에서의 전략도 있지만, 불확실한 요소의 분석을 통해 사전에 공사저해 요소를 제거하고자 하는 능동적인 면에서의 전략도 가지고 있다. 따라서 중장기적인 관점에서 예비비제도가 우리나라에 올바르게 정착되기 위해서는 공사종류별, 특성별 불확실한 요소로 인한 설계변경 사례에 대한 자료의 축적 및 면밀한 분석으로 적정한 예비비를 반영할 수 있어야 할 것이다. 이에 본 연구에서는 고속도로 공사라는 특정 공사에서 설계변경사례를 분석하여 공사비에 영향을 미치는 요소를 판별하고 회귀분석을 이용하여 예비비율을 산정하는 절차를 제시하고자 한다.

• Structural Engineering and Mechanics
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• 제17권3_4호
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• pp.527-537
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• 2004

Consequence-Based Engineering (CBE) is a new paradigm proposed by the Mid-America Earthquake Center (MAE) to guide evaluation and rehabilitation of building structures and networks in areas of low probability - high consequence earthquakes such as the central region of the U.S. The principal objective of CBE is to minimize consequences by prescribing appropriate intervention procedures for a broad range of structures and systems, in consultation with key decision makers. One possible intervention option for rehabilitating unreinforced masonry (URM) buildings, widely used for essential facilities in Mid-America, is passive energy dissipation (PED). After the CBE process is described, its application in the rehabilitation of vulnerable URM building construction in Mid-America is illustrated through the use of PED devices attached to flexible timber floor diaphragms. It is shown that PED's can be applied to URM buildings in situations where floor diaphragm flexibility can be controlled to reduce both out-of-plane and in-plane wall responses and damage. Reductions as high as 48% in roof displacement and acceleration can be achieved as demonstrated in studies reported below.

• 한국언어정보학회지:언어와정보
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• 제20권1호
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• pp.51-71
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• 2016

The status of the Korean morphological marker '-e ci' has been controversial whether it is a passive marker, an anticausative marker, or a passive/anticausative marker. However, the previous approaches that tried to classify '-e ci' constructions based on the syntactic verb classes (i.e. intransitive or transitive) were short of explaining the properties of the constructions. In this study, the '-e ci' constructions were distinguished based on agentivity, following Levin & Rappaport Hovav (1995) and Alexiadou et al. (2006). Moreover, how the verbal root meaning is associated with the passive/anticausative construction was investigated by means of Distributed Morphology (DM) (Embick 2010; Marantz 1997). I argued that the morphological marker '-e ci' is the instantiation of the absence of external arguments. With respect to the behavior of the Korean '-e ci' constructions with the semantics of each verbal root class, I found out that the '-e ci' constructions can form passives with the verbal roots that require the external arguments; whereas, the anticausatives cannot be formed with the roots that necessarily require the agentive arguments. However, contrary to the previous arguments that '-e ci' passives can be only formed with transitive verbs, it is discovered that non-agentive transitive roots do form anticausatives. Moreover, I argued that there are two types of the anticausatives - zero and '-e ci' anticausatives. Since the valency reduction is marked by the non-active voice morphology, the zero anticausatives appear only with the roots that do not require external arguments. The different '-e ci' constructions (passives, '-e ci', and zero anticausatives) are represented by the distinct syntactic structures. I proposed that the morphological similarity between the passives and the '-e ci' anticausatives is due to the presence of VoiceP, which introduces the external arguments. Moreover, the lack of the voice morphology in the zero anticausatives is explained by the absence of the VoiceP.

• 환경영향평가
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• 제16권3호
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• pp.187-194
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• 2007

It started road constructions around river in 1990s. These maintenances concentrate on city river. Because river lives no living things and men don't come near there. But in spite of these river environment go to rack, river maintenances still keep on using preexistence method since 1990s. Only a part of city river environment maintenances consider environmental ability of passive river, river maintenance of a purpose of flood control still don't consider in the concrete. Because propulsion device that consider environment ability of passive river and possible application techniques don't complete. In accordance, A natural river maintenance needs absolutly a series of river projects. Because a natural river maintenance prevents a damage of environment ability. This study is to assume the flood really happened and to carry out the flood damage simulation needed in overflow simulation about the inundated zone. Also, This study examine unstable part about the hydraulic characteristic as velocities, stream power, shear, hydraulic depth, flow area in basin. And this study applied the HEC-RAS(river analysis system) model to predict flood overflow in youngsan river basin. Project flood is used the return period 100 year and inputed data that was calculated in intensity figures of illumination.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.1254-1259
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• 2008

Recently, centrifuge tests have been widely used as tools in geotechnical engineering researches in domestic and foreign. However, the size of these centrifuge facilities is very large and thus the tests require for long time, high expense, and many labors. In this study, therefore, a small capacity(2g ton) of instructional centrifuge, which can conduct tests in a short period of time effectively, was introduced. The results of centrifuge tests conducted on the retaining wall both passive and active cases was used. Medium size of sand was used with sieve off fines in sand using #40 sieve. Based on the test results, this centrifuge facility introduced in here can be enough used for geotechnical engineering education for graduate and undergraduate students.