• Earthquakes and Structures
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• 제25권4호
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• pp.223-234
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• 2023

The use of displacement-dependent rotational friction dampers (RFD) as fuses or interchangeable elements in the moment-resisting frames (MRF) is one of the newest methods for improving seismic performance. In the present study, the performance of rotational friction dampers in MRF has been investigated. Evaluation of MRF with and without RFD models was performed using the finite element method by ABAQUS. For validation, an MRF and MRF with rotational friction dampers were modeled that had been experimentally tested and reported in previous experimental research and a good agreement was observed. The behavior of these dampers in frames of 3-, 6-, and 9-story was studied by modeling the damper directly. Nonlinear time history dynamic analysis was used. It was observed that by increasing the number of stories in the buildings, rotational friction dampers should be used to perform properly against earthquakes. The installation of rotational friction dampers in steel moment-resisting frames shows that the drift ratio between the floors is reduced and the seismic performance of these frames is improved.

• 식물분류학회지
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• 제37권4호
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• pp.363-386
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• 2007

Endemic element of the Russian Far East (RFE) flora includes 497 species of 150 genera and 46 families. The level of endemism in structure of regional natural flora reaches 11.1% as a whole, and in structure of its native fraction - 13.1%. As a result of chorologic and ecocenotic analysis of RFE flora endemic element it is revealed that it consists of 8 main geographical groups and 7 main floristic complexes. The largest number of endemic species is concentrated in Arctic - Alpine & Montane (140, 28.2%), Forest (107, 21.5%) and Maritime (88, 17.7%) floristic complexes as well as in Russian Far East - West-Pacific (136, 27.4%), Japan Sea (88, 17.7%) and North-East-Asian - Beringian (69, 13.9%) geographical groups. It's possible to distinguish three main areas with similar eco-geographical differentiation of endemics on RFE as follows: (1) North-East Asia sector of RFE which North-East-Asian - Beringian and Maritime Okhotia - Beringian geographical groups approximately correspond to, (2) Continental part of East Asia sector of RFE (West - Okhotian, Amur - Okhotian, Amur - Ussirian, Okhotsk Sea and Japan Sea groups) and (3) Oceanic part of East Asia sector (Russian Far East - West Pacific group). Taxonomical variety of RFE endemics on these territories makes up accordingly (1) - 99 species (19.9%), (2) - 259 (52.8%) and (3) - 136 (27.4%).

• 한국강구조학회 논문집
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• 제17권5호통권78호
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• pp.581-591
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• 2005

본 논문의 목적은 지관이 종방향 플레이트인 냉간성형 각형강관 T형 접합부의 최대내력 평가를 통하여 설계내력식을 제안하는 것이다. 이러한 T형 접합부의 형상은 지관에 플레이트를 이용하여 각형강관 주관면에 길이방향으로 용접하는 형상이고, 지관 플레이트를 갖는 각형강관 T형 접합부 실험결과 중에서 주관 플랜지 휨파괴가 지배하는 접합부만을 대상으로 하였다. $16.7{\leq}2{\gamma}(B/T){\leq}31.3$ 이고 $0.20{\leq}{\beta}(b1/B){\leq}0.75$ 범위의 지관 플레이트를 갖는 T형 접합부에 대하여, 접합부의 내력은 강도보다는 사용성이 지배하는 나타나 최대내력을 주관폭(B)의 1.5 P1%B로 정의하였다. 기본 접합부 형상에 대해 제안된 항복선모델을 참조하여 지관 플레이트를 갖는 접합부 형상에 대한 새로운 수정된 항복선 모델을 제안하였다. 최종적으로 유한요소해석과 항복선 해석에 근거한 제안 설계내력식과 실험결과를 비교하여 타당성을 검증하였다.

• Smart Structures and Systems
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• 제22권3호
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• pp.335-340
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• 2018

The behavior of concrete slabs in composite beam with C and L shaped angle shear connectors has been studied in this paper. These two types of angle shear connectors' instalment have been commonly utilized. In this study, the finite element (FE) analysis and soft computing method have been used both to present the shear connectors' push out tests and providing data results used later in soft computing method. The current study has been performed to present the aforementioned shear connectors' behavior based on the variable factors aiming the study of diverse factors' effects on C and L shaped angle in shear connectors. ANFIS (Adaptive Neuro Fuzzy Inference System), has been manipulated in providing the effective parameters in shear strength forecasting by providing input-data comprising: height, length, thickness of shear connectors together with concrete strength and the respective slip of shear connectors. ANFIS has been also used to identify the predominant parameters influencing the shear strength forecast in C and L formed angle shear connectors.

• 한국작물학회지
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• 제31권3호
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• pp.326-335
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• 1986

본 시험을 생식생장기 냉수관개가 벼의 Source와 Sink 관련형질 및 양분흡수에 미치는 시비반응을 구명한 것으로 그 결과를 요약하면 다음과 같다. 1. 질소의 과용은 생육 및 수량을 감퇴시켰으나 인산, 가리, 규산의 증비로 생육량의 증대, 영화착생량과 등숙비율 향상에 유리하였다. 2. 영화의 착생수, 기경과 영화의 퇴화율, 불임율은 인산, 가리, 규산의 증비로 그 피해를 경감시킬 수 있었으며 특히 규산의 증비효과가 현저하였고 지경당 개화는 1차 지경보다 2차 지경에 착생한 영화수에 크게 영향을 받았다. 3. 미립 및 등미의 발생량과 수량과는 부의 상관관계가 있었으며 인산, 가리, 규산의 증비는 추액및 서미의 발생억제와 수량증가에 효과적이었다. 4. 질소의 증비는 엽신. 지경, 영곡의 전질소함량을 높이고 인산, 가리, 규산의 흡수를 저해시켰으나 인산, 가리, 규산의 증비는 질소의 과잉흡수억제 및 인산, 가리, 규산의 흡수를 증가시켰고 지경의 무기성분함양은 엽신보다는 적었다. 5. 엽신. 지경, 영곡의 무기성분함량의 상호관련성은 지경의 무기성분은 엽신의 무기성분함양에 영향을 받고 지경은 다시 영곡의 무기성분조성에 영향을 미치고 있음을 알 수 있었다. 6. Source 와 Sink 관련형질에 미치는 엽신, 지경, 영곡의 무기성분반응을 보면 지경과 영화의 퇴화율, 불임율, 등숙비율, 수량 모두 엽신, 영곡보다 지경의 무기성분함양에 크게 영향을 받았다. 이로 보아 지경은 단순한 양분이동의 통로기능만을 갖는 것이 아니라 종실의 물질집적에 중요한 생리적 기능을 가지는 기관임을 알 수 있었다.

• 한국산학기술학회논문지
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• 제7권3호
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• pp.298-307
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• 2006

본 논문에서 HDPE 관의 일체형 TEE성형 공정은 강소성 유한요소 해석 프로그램인 DEFORM-3D를 이용하여 해석을 하였다. 이중 보온관에서 외관으로 사용되는 HDPE 관은 관을 통하여 흐르는 온수의 온도를 유지하기 위한 관으로, TEE는 주관에 가지관을 연결하여 열의 수송방향을 바꾸는 역할을 한다. TEE제작에 압출 용접(Extrusion Welding)을 사용하는 기존의 방법으로는 이음부에서 강도가 취약한 문제점이 발생하기 때문에 HDPE 관을 성형시켜 TEE 형태로 일체화시킨 후에 맞대기 용접(Butt Welding)을 하는 방식을 제안하였다. 열간과 냉간 성형 실험을 실시하였고, 초기 구멍 형태에 따른 모델 파라미터가 강소성 유한요소해석에 의해 규명되어 졌으며, 이는 실제의 제품 제조 공정에 적용되어 졌다.

• Smart Structures and Systems
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• 제11권3호
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• pp.241-259
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• 2013

This paper presents the optimum load-speed diagram evaluation for a linear micromotor, including multitude cantilever piezoelectric bimorphs, briefly. Each microbeam in the mechanism can be actuated in both axial and flexural modes simultaneously. For this design, we consider quasi-static and linear conditions, and a relatively new numerical method called the smoothed finite element method (S-FEM) is introduced here. For this purpose, after finding an optimum volume fraction for piezoelectric layers through a standard numerical method such as quadratic finite element method, the relevant load-speed curves of the optimized micromotor are examined and compared by deterministic topology optimization (DTO) design. In this regard, to avoid the overly stiff behavior in FEM modeling, a numerical method known as the cell-based smoothed finite element method (CS-FEM, as a branch of S-FEM) is applied for our DTO problem. The topology optimization procedure to find the optimal design is implemented using a solid isotropic material with a penalization (SIMP) approximation and a method of moving asymptotes (MMA) optimizer. Because of the higher efficiency and accuracy of S-FEMs with respect to standard FEMs, the main micromotor characteristics of our final DTO design using a softer CS-FEM are substantially improved.

• Computers and Concrete
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• 제16권6호
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• pp.881-896
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• 2015

A simultaneous analytical, experimental and numerical analysis of crack initiation, propagation and breaking process of the Central Straight through Crack Brazilian Disk (CSCBD) specimens under diametrical compression is carried out. Brazilian disc tests are being accomplished to evaluate the fracturing process based on stress intensity factors (SIFs). The effects of crack inclination angle and crack length on the fracturing processes have been investigated. The same experimental specimens have been numerically modeled by a higher order indirect boundary element method (HDDM). These numerical results are compared with the existing experimental results proving the accuracy and validity of the proposed numerical method.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2003년도 춘계학술대회논문집
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• pp.1070-1072
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• 2003

In this paper, Firstly, it is shown that the high vibration source of piping system is the pulsation transmission of pipe line element ,such as, orifice plate, valves and the control valve is a broad band source and the branch wall and the cavity have vortex frequency Secondly, in order to decrese the turbulence vibration of piping system, the practical analysis of piping flow by EFD have been developed and its effectiveness is investigated as applying it at piping system practically.

• 한국안전학회지
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• 제14권1호
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• pp.10-18
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• 1999

An integral equation representation of cracks was presented, which differs from well-known "dislocation layer" representation. In this new representation, the integral equation representation of cracks was developed and coupled to the direct boundary-element method for treatment of cracks in finite plane bodies. The method was developed for in-plane(mode I and II) loadings only. In this paper, the method is formulated and applied to various crack problems involving multiple and branch cracks in finite region. The results are compared to exact solutions where available and the method is shown to be very accurate despite of its simplicity.implicity.