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파이프 트러스 빔을 이용한 경량방음터널의 설계적합성 평가
안동욱 ( Dong Wook Ahn ),최성준 ( Sung Joon Choi ),노명현 ( Myung Hyun Noh ) 한국복합신소재구조학회 2016 복합신소재구조학회논문집 Vol.7 No.1
In this paper, the structural characteristics of a lightweight soundproof tunnel to reduce the dead load imposed on the bridge are investigated. Subsequently, the design procedure of soundproof tunnel structures is reviewed and a design practice for the lightweight soundproof tunnel is carried out according to the reviewed procedure. Next, design compatibility for the lightweight soundproof tunnel is verified through a detailed finite element analysis. The result for evaluation of design compatibility shows that the lightweight soundproof tunnel has structural safety in structural members, welding zones and foundation parts. It is also confirmed that serviceability and buckling safety is excellent.
Ovotransferrin 가수분해물의 Angiotensin-converting Enzyme 활성억제 효과 및 생산 최적화
이나경,안동욱,박근규,백현동,Lee, Na-Kyoung,Ahn, Dong-Uk,Park, Keun-Kyu,Paik, Hyun-Dong 한국축산식품학회 2010 한국축산식품학회지 Vol.30 No.2
Angiotensin-converting enzyme (ACE) inhibitory activity and production optimization of ovotransferrin hydrolysates were studied. Ovotransferrin was hydrolyzed by several enzymes (protamex, alcalase, trypsin, pepsin, neutrase, and flavorzyme) and acid (0.03 N HCl). Ovotransferrin hydrolysate reduced ACE activity by 60.2%, 55.8%, and 42.6% when treated with trypsin, acid, and pepsin, respectively. Trypsin was selected for production of peptide having maximum AC inhibitory effect, which was greatest with 7 h hydrolysis. Central composite design determined that optimum composition of ACE inhibitory substances using substrate concentration of 20-35%, temperature of $35-55^{\circ}C$, and pH of 6.0-8.0. The optimum composition was 1% trypsin, substrate concentration of 26.32%, $51.29^{\circ}C$, and pH 6.32. Under this conditions, a maximum ACE inhibitory effect of 69.1% was evident, similar to the predicted value.
개별진공압공법이 적용된 지반의 최적 단계진공압 산정 및 침하예측
윤명석,안동욱,박재만,김수삼,Yoon, Myung-Seok,Ahn, Dong-Wook,Park, Jea-Man,Kim, Soo-Sam 한국토지주택공사 토지주택연구원 2011 LHI journal of land, housing, and urban affairs Vol.2 No.2
개별진공압공법은 지반에 타설된 연직배수재에 진공압을 직접 가하여 간극수를 배출하여 일정한 전응력 상태에서 유효응력이 증가함에 따라 압밀을 촉진 시키는 공법이다. 연약지반 개량에 일반적으로 사용되는 공법인 성토재하공법(preloading)과는 다르게 성토하중이 필요로 하지 않기 때문에 성토재료의 확보 문제와 지반의 국부적인 전단파괴에 대해 이점을 가지고 있다. 또한 기존의 진공압밀 공법에서의 문제점인 펌프효율의 감소, 고가의 기밀시트에 소요되는 비용, 그리고 기밀시트의 잦은 파손의 문제 등을 직접적으로 배수재에 진공압을 가함으로서 개선시킨 공법이다. 그러나 개별진 공압공법은 직접 고압의 진공압을 직접 배수재에 가함으로써 배수재 주변의 투수계수가 감소하며 경화되는 영역(hardening zone)과 필터재료의 막힘현상(clogging)에 의해서 간극수의 배출이 줄어들게 되어 지반개량의 효율이 크게 감소하게 된다. 따라서 본 연구에서는 높은 지반개량 효과를 얻을 수 있는 진공압의 적용기간을 찾기 위해서 단계진공압(-20, -40, -60, -80KPa) 적용기간을 각각 다르게 적용하였다. 실험을 진행하는 동안 각 조건에 따라 개량 시간에 따른 침하량을 측정하였으며, 실험 종료 후 최종침하량, 함수비, 콘저항치를 측정하였다. 파악된 데이터를 비교/분석하여 개별진공압공법에 적합한 단계진공압 적용기간을 도출한 후 수치해석을 실시하여 제안된 단계진공압 적용에 따른 침하량을 예측하였다. Individual Vacuum Pressure Method (IVPM) is a soft ground improvement technique, in which a vacuum pressure can be directly applied to the vertical drain board to promote consolidation and to strengthen the soft ground. This method does not require surcharge loads, different to embankment or pre-loading method. In this study, the ground improvement efficiency of Individual Vacuum Pressure Method was estimated when suction pressure increases step by step(-20, -40, -60, -80kPa) with different periods. During Individual Vacuum Pressure Method process, surface settlement and pore pressure were monitored, and cone resistance as well as water content were also measured after the completion of Individual Vacuum Pressure Method treatment. From the results, optimum duration of each step of vacuum pressure was determined, and the settlement was calculated using FEM numerical analysis.