• 한국지반환경공학회 논문집
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• 제17권7호
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• pp.35-42
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• 2016

국내 및 해외에서 진행되고 있는 간척사업은 대규모 매립재가 필요하나 육상에서 얻을 수 있는 매립재는 한정되어 있어 해상준설토를 활용하기 위한 지반 정보화 관련 연구가 활발히 진행되고 있다. 이러한 연구의 일환으로 준설지역 지반조사 자료의 디지털 공간 정보화를 통해 신뢰도가 고려된 3차원 준설 물량의 자동 산출이 가능한 GIS 기반의 준설 매립지반 DB 구축 및 3차원 준설 매립 정보화 프로그램을 개발하였다. 현장에서 준설된 물량과의 비교 검증에 앞서 본 연구에서는 수집된 새만금 지역의 군장항 인근 지반조사 자료를 바탕으로 개발된 프로그램과 3차원 준설 매립 정보화 상용 프로그램으로 지반정보의 3차원 가시화를 수행하였다. 이를 토대로 가시화 수준, 각 지층의 단면 및 심도, 정량적 준설 물량 산출 결과를 비교하여 개발 프로그램에 대한 적정성을 평가하였으며, 평가결과 각각 산출된 준설 물량은 일치하는 것으로 나타났다.

• 한국인터넷방송통신학회논문지
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• 제9권5호
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• pp.109-114
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• 2009

현재 건물은 예전에 비해 더 높고 더 복잡하면서 다양한 형태로 설계되고 있다. 그러므로 잠재적인 위험 요소는 더 증가하고, 화재, 정전, 지진, 호수, 태풍 등의 재해가 발생할 수 있다. 이들 재난은 가능한 신속하게 건물 안의 사람들을 대피시켜야 한다. 본 논문에서는 건물 내부에서의 센서와 유도등 네트워크를 통합 구축하여 신속하게 재난을 감지하고 내부 지리 정보를 이용하여 정확하게 대피 유도할 수 있는 새로운 재난 대피 유도 개념을 제시한다. 본 논문에서는 이 개념을 이용하여 건물 내부에서 화재 재난을 관리하기 위해 센서와 유도등 네트워크 기반의 통합 논리 모델을 제시한다. 더불어 제안된 논리 모델을 지도 상에 가시화하고 운영 실험을 실시하여 검증한다.

• Geomechanics and Engineering
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• 제36권5호
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• pp.455-464
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• 2024

Seismic movements have varying effects on structures based on characteristics of local site. During an earthquake, weak soils are susceptible to damage due to amplified wave amplitudes. Soil-structure interaction issue has garnered increased attention in Türkiye, after devastating earthquakes in Kocaeli Gölcük (1999), Izmir (2020), Kahramanmaraş Pazarcık and Elbistan (2023). Consequently, liquefaction potential has been investigated in detail for different regions of Türkiye, mainly with available field test results. Çankırı, a city located close to North Anatolian Fault, is mainly built on alluvium, which is prone to liquefaction. However, no study on liquefaction hazard has been conducted thus far. In this study, groundwater level map, SPT map, and liquefaction risk map have been generated using Geographical Information System (GIS) for the Buğday Pazarı District of Çankırı province. Site investigations studies previously performed for 47 parcels (76 boreholes) were used within the scope of this study. The liquefaction assessment was conducted using Seed and Idriss's (1971) simplified method and the visualization of areas susceptible to liquefaction risk has been accomplished. The results of this study have been compared with the City Council's precautionary map which is currently in use. As a result of this study, it is recommended that minimum depth of boreholes in the region should be at least 30m and adequate number of laboratory tests particularly in liquefiable areas should be performed. Another important recommendation for the region is that detailed investigation should be performed by local authorities since findings of this study differ from currently used precautionary map.

• Steel and Composite Structures
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• 제48권1호
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• pp.43-57
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• 2023

The impacts of waste tire rubber (WTR) on the bending conduct of reinforced concrete beams (RCBs) are investigated in visualization of experimental tests and 3D finite element model (FEM) using both ANSYS and SAP2000. Several WTR rates are used in total 4 various full scale RCBs to observe the impact of WTR rate on the rupture and bending conduct of RCBs. For this purpose, the volumetric ratios (Vf) of WTR were chosen to change to 0%, 2.5%, 5% and 7.5% in the whole concrete. In relation to experimental test consequences, bending and rupture behaviors of the RCBs are observed. The best performance among the beams was observed in the beams with 2.5% WTR. Furthermore, as stated by test consequences, it is noticed that while WTR rate in the RCBs is improved, max. bending in the RCBs rises. For test consequences, it is clearly recognized as WTR rate in the RCB mixture is improved from 0% to 2.5%, deformation value in the RCB remarkably rises from 3.89 cm to 7.69 cm. This consequence is markedly recognized that WTR rates have a favorable result on deformation values in the RCBs. Furthermore, experimental tests are compared to 3D FEM consequences via using ANSYS software. In the ANSYS, special element types are formed and nonlinear multilinear misses plasticity material model and bilinear misses plasticity material model are chosen for concrete and compression and tension elements. As a consequence, it is noticed that each WTR rates in the RCBs mixture have dissimilar bending and rupture impacts on the RCBs. Then, to observe the impacts of WTR rate on the constructions under near-fault ground motions, a reinforced-concrete building was modelled via using SAP2000 software using 3-D model of the construction to complete nonlinear static analysis. Beam, column, steel haunch elements are modeled as nonlinear frame elements. Consequently, the seismic impacts of WTR rate on the lateral motions of each floor are obviously investigated particularly. Considering reduction in weight of structure and capacity of the members with using waste tire rubber, 2.5% of WTR resulted in the best performance while the construction is subjected to near fault earthquakes. Moreover, it is noticeably recognized that WTR rate has opposing influences on the seismic displacement behavior of the RC constructions.