• Earthquakes and Structures
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• 제9권6호
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• pp.1313-1336
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• 2015

The self-centering prestressed concrete (SCPC) bridge pier with external dissipators is a novel structure, aiming at reducing residual deformation and facilitating the post-earthquake repair. This paper presents the configuration and mechanical behaviors of the pier. A theoretical model for the lateral force-displacement relationship under cyclic loading is developed. The proposed model comprises an iterative procedure which describes the deformation of dissipators under different conditions. Equations of pier stiffness after gap opening, as well as the equivalent viscous damping ratio, etc., are derived based on the proposed model. Existing cyclic load test results were used to validate the proposed model, and good agreement is observed between the analytical and test results.

• 대한화학회지
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• 제20권6호
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• pp.500-506
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• 1976

파라페닐렌디히드라진(PPDH)과 디카르보닐化合物을 반응시켜서 생기는 縮合生成物들의 構造를 밝혔다. 아세틸아세톤과의 반응에서는 고리화합물인 1,1'-p-페닐린-bis-3-메틸-5-피라졸론이 얻어졌으며, 디아세틸과의 반응에서는 역시 고리화합물인 1,1'-p-페닐렌-bis-메틸-5-피라졸론이 얻어졌으며, 디아세틸과의 반응에서는 디아세틸 p-페닐렌디히라존이 生成되었다. 그 밖의 디카르보닐화합물에서 얻은 축합생성물은 불안정하여 구조결정이 어려웠다.

• Journal of Microbiology and Biotechnology
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• 제24권1호
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• pp.13-18
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• 2014

Bacillus subtilis JW-1 was isolated from rhizosphere soil as a potential biocontrol agent of bacterial wilt caused by Ralstonia solanacearum. Seed treatment followed by a soil drench application with this strain resulted in >80% reduction in bacterial wilt disease compared with that in the untreated control under greenhouse conditions. The antibacterial compound produced by strain JW-1 was purified by bioactivity-guided fractionation. Based on mass spectroscopy and nuclear magnetic resonance spectral data ($^1H$, $^{13}C$, $^1H-^1H$ correlation spectroscopies, rotating frame nuclear Overhauser effect spectroscopy, and heteronuclear multiple-bond correlation spectroscopy), the structure of this compound was elucidated as a cyclic lipopeptide composed of a heptapeptide (Gln-Leu-Leu-Val-Asp-Leu-Leu) bonded to a ${\beta}$-hydroxy-iso-hexadecanoic acid arranged in a lactone ring system.

• 한국해양공학회지
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• 제18권1호
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• pp.75-79
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• 2004

Organic coatings are widely used to control of the corrosion of a steel structure. The water in coatings may cause the coatings to swell, leading to the degradation of the coatings. In addition, water affects the permeation of oxygen and other corrosive agents, and consequently, the presence of such substances at coating-metal interface promotes corrosion of the metal substrate. In this study, the anticorrosive properties of 4 types of coating, such as epoxy-epoxy, epoxy-urethane, urethane-epoxy, urethane-urethane, were evaluated. The evaluation tests were conducted under cyclic water-absorption/desorption conditions, consisting of alternative exposure to diluted 0.001M-LiCl(a$H_2O$≒1) and concentrated 10M-LiCl(a$H_2O$≒0.15). The anticorrosive performance of coatings was found to decrease in the order of urethane-urethane > urethane-epoxy > epoxy-epoxy coating.

• Structural Engineering and Mechanics
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• 제6권4호
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• pp.439-455
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• 1998

A three-dimensional static nonlinear finite element analysis was performed on the NUPEC large-scale flanged shear wall, which was the subject of an international study program. Details of the constitutive models and analysis procedures used are provided, and the results of the analysis are presented and discussed. The analytical results are compared to the experimentally observed behaviour, and reasonable correlation is observed. Deficiencies in the modelling are identified. In addition, a parametric study is undertaken to investigate factors and mechanisms influencing both the observed behaviour and the calculated response. Finally, a cyclic load analysis of the wall is described and discussed. The paper serves to point out aspects in modelling that are critical to both producing realistic results, and correctly interpreting those results.

• Structural Engineering and Mechanics
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• 제55권1호
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• pp.205-228
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• 2015

The results of a numerical investigation pertaining to the hysteretic behaviour of concrete filled steel tubular (CFT) column to I-beam connections are discussed in detail. Following the verification of the numerical results against the available experimental tests, the nonlinear finite element (FE) analysis was implemented to evaluate the effects of different parameters including the column axial load, beam lateral support, shape and arrangement of stiffeners, stiffness of T-stiffeners, and the number of shear stiffeners. Pursuing this objective, an external CFT column to beam connection, tested previously, was selected as the case-study. The lateral forces on the structure were simulated, albeit approximately, using an incremental cyclic loading reversal applied at the beam tip. The results were compared in terms of hysteretic load-displacement curves, stress distributions in connection, strength, rotation, and energy dissipation capacity. It was shown that external T-stiffeners combined with internal shear stiffeners play an important role in the hysteretic performance of CFT columns to I-beam connections.

• 한국전기전자재료학회:학술대회논문집
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• 한국전기전자재료학회 2000년도 하계학술대회 논문집
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• pp.515-518
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• 2000

The electrochromic properties of $WO_{3}$/$MoO_{3}$ and $MoO_{3}$/$WO_{3}$ double-layers have been systemically studied. The double-layers were made by a e-beam evaporation method and investigated by studying optical modulation, transmittance, and cyclic voltammetry. The devices exhibit good optical properties with wavelength range of 400 to 1100 nm(visible and infrared) during coloration as a function of lithium ion charge injection. It has shown that the double-layer electrochromic thin films are improved the electrochromic properties, but the electrochemical properties are less stable.

• Advances in concrete construction
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• 제13권6호
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• pp.423-431
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• 2022

Although the influence of moisture content on the mechanical properties of concrete has been studied for a long time, research related to its influence on the damping and energy dissipation property of concrete structure is still very limited. In this paper, the relationship between damping property and moisture content of concrete using cyclic uniaxial compression is firstly presented, and the mechanism of the influence of moisture content on concrete damping and energy dissipation capacity is analyzed. Based on the experimental research, moisture-related damping and energy dissipation model is proposed. Results show that the dissipated energy of concrete and loss factor increase as the moisture content increasing. The energy dissipation coefficient reflecting the influence of stress level of concrete under cyclic load, decreases first and then increases as the moisture content increasing. The mechanism of moisture-related energy dissipation behavior can be divided into the reactive force of water, the development of the internal micro cracks and the pore water pressure. Finally, the proposed moisture-related damping and energy dissipation model are verified.

• 대한수학회보
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• 제60권2호
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• pp.339-348
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• 2023

It is shown that every nilpotent-invariant module can be decomposed into a direct sum of a quasi-injective module and a square-free module that are relatively injective and orthogonal. This paper is also concerned with rings satisfying every cyclic right R-module is nilpotent-invariant. We prove that R ≅ R₁ × R₂, where R₁, R₂ are rings which satisfy R₁ is a semi-simple Artinian ring and R₂ is square-free as a right R₂-module and all idempotents of R₂ is central. The paper concludes with a structure theorem for cyclic nilpotent-invariant right R-modules. Such a module is shown to have isomorphic simple modules eR and fR, where e, f are orthogonal primitive idempotents such that eRf ≠ 0.

• 한국산학기술학회논문지
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• 제21권6호
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• pp.440-447
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• 2020

조적구조는 소규모 건축물에서는 내력벽으로 사용되나 일반적으로 비내력벽으로 간주되어 건축물 골조구조의 내부공간을 구분하는 칸막이벽으로 활용되어진다. 또한 조적공사에서 블록이나 벽돌간의 접착제로 모르타르를 사용하는 습식공법은 양생시간이 필요하여 기후조건에 영향을 받으며, 특히 지진과 같은 횡력에 대해 모르타르의 균열로 벽체의 전도붕괴 등이 발생할 수 있어 매우 취약한 구조이다. 본 연구에서는 이러한 조적구조의 약축방향 전단강성을 보완하고 습식공법의 단점을 개선하는 건식 콘크리트블록 공법을 제안하고 그 구조거동을 규명하고자 한다. 이에 본 연구에서는 콘크리트블록의 재료물성을 살펴보고 수평반복하중에 대한 구조거동실험을 통해 제안된 건식조립 콘크리트블록 벽체의 내진성능을 검증하고자 한다. 본 연구결과에 의하면 첫째로, 콘크리트블록은 KS규준에 C종 블록의 재료성능 이상을 확보하고 있어 습식공법을 대신하는 건식공법에 적용할 수 있을 것이다. 둘째로, 수평반복하중에 대한 벽체의 구조성능은 벽체의 수평길이가 길어짐에 따라 사용된 표준형블록의 증가로 다수의 대각선방향 균열대를 형성하면서 조립블록벽체의 내력이 커짐을 알 수 있다. 끝으로 제안된 건식조립 콘크리트블록 벽체구조는 높이와 길이에 의한 벽체의 형상비가 수평 하중을 받는 구조거동에 주요 영향변수로 판단되어 이를 고려한 내진성능평가가 필요하다.