• Journal of Ecology and Environment
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• 제46권3호
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• pp.218-242
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• 2022

Background: Promising specific growth regulators are employed in the tissue cultures of various bamboo species. Specific natural hardening mixtures support the acclimatization and adaptation of bamboo under protected cultivation. Results: The growth regulators like 2, 4-Dichlorophenoxyacetic acid (2, 4-D), Naphthaleneacetic Acid (NAA), Thidiazuron (TDZ), 6-Benzylaminopurine (BAP), Kinetin, Gelrite, Benzyl Adenine (BA), Indole Butyric Acid (IBA), Coumarin, Putrescine, Gibberellic acid (GA₃), Indole Acetic Acid (IAA) has been widely used for callus induction, root regeneration and imposing plant regeneration in various species of bamboo such as Bambusa spp. and Dendrocalamus spp. Different combinations of growth regulators and phytohormones have been used for regenerating some of the major bamboo species. Natural hardening materials such as cocopeat, vermicompost, perlite, cow dung, farmyard manure, compost, soil, garden soil, and humus soil have been recommended for the acclimatization and adaptation of bamboo species. Standard combinations of growth regulators and hardening mixtures have imposed tissue culture, acclimatization, and adaptation in major bamboo species. Conclusions: Bamboo contributes to soil fertility improvement and stabilization of the environment. Bamboo species are also involved in managing the biogeochemical cycle and have immense potential for carbon sequestration and human use. This paper aims to review the various growth regulators, natural mixtures, and defined media involved in regenerating major bamboo species through in vitro propagation. In addition, the ecological benefits of safeguarding the environment are also briefly discussed.

• 한국산업융합학회 논문집
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• 제26권2_2호
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• pp.341-347
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• 2023

The subway is one of the most common and important means of transportation in modern society. In order to use the subway safely, tracks are necessary, but trains are prone to derailment and collisions. In order for the train to run safely on the track, the fishplate that connects the line connection is used. The damaged railway was a fishplate for connecting subway lines used for 11 years, and damage analysis and countermeasures were presented. Beach marks were observed on both fracture surfaces, and striations appeared at the range of crack propagation. The damaged part is Cr carbide, which has a higher hardness than the base metal, and is judged to be embrittled and destroyed by fatigue. The SM50C fishplate was subjected to a cyclic stress of about 59% of the upper limit of tensile-compression fatigue limit, but inclusions were the cause of failure. In order to prevent fatigue failure of the SM50C steel fishplate, the occurrence of inclusions should be minimized and processed to have a homogeneous structure when manufacturing the fishplate. In addition, compressive residual stress is given through surface modification such as peening to control crack generation. It is necessary to minimize the change in shape that can become a stress concentration part along with accurate fastening of the bolt, and to design the stress distribution to be as uniform as possible.

• Advances in concrete construction
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• 제15권3호
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• pp.203-213
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• 2023

New techniques, technologies, and materials should be used to design and build sports stadiums. Since this century, much progress has been made in covering the roofs of sports stadiums, and the possibility of accurate computer calculation has been provided for stadiums, so by choosing a new structure, we can double the beauty and resistance of these stadiums. A stadium has an excellent and valuable design when its structure, shell, building, materials, and joinery follow a high architectural idea at all levels and scales. This article examines the mechanical performance of polymer cement strength in the construction of football stadiums, along with their structural knowledge in the form of the best examples in the world. Portland cement is one of the most used materials for constructing football stadiums. However, its production requires spending a lot of money, wasting energy, and damaging the environment. Considering the disadvantages in the production and consumption of concrete in different environments, it is necessary to find alternative materials. It should be used with cheaper, simpler technology, abundant primary resources, energy saving, less environmental damage, and better chemical and physical properties in concrete. High-strength concrete technology is considered a new development in the construction industry of concrete structures. In hardened concrete, strength and durability are two main factors, and as the compressive strength of concrete increases, concrete becomes more brittle. As a result, its tensile strength does not increase in proportion to the increase in compressive strength and has less strain tolerance. For this reason, the need to use is evident from the fibers in high-strength concrete. Fibers are used in concrete to increase tensile strength, prevent crack propagation, and significantly increase softness. The increase with the change of these resistances depends on the strength of concrete without fibers, the shape of fibers, and the percentage of fibers. This cement is obtained from the wastes of chemical and petrochemical industries and the wastes from coal combustion, which have the properties mentioned as substitutes for Portland cement.

• 한국자원식물학회:학술대회논문집
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• 한국자원식물학회 2020년도 춘계학술대회
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• pp.20-20
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• 2020

Eranthis stellata Maxim. is a perennial plant that grows around the valley. E. stellata is concerned about the decline in natural habitats due to climate change in KOREA, continues to be observed and protected as an endangered species (Least Concrned, LC). Nevertheless, studies on the characteristics of the seeds of E. stellata are insufficient. So, this study analyzed the morphological characteristics and dormancy types of seeds. Seeds of E. stellata was collected in April at Gyeongsangbuk-do Arboretum and kept at 5 ℃ until using. To investigate the morphology of seeds, an optical microscope and a scanning electron microscope (SEM) were used. GA3 treated or untreated seeds (4 replicates of 25 seeds each) were observed germination and embryo growth for 1 month at 5 ℃ and 25/15 ℃ (12h day/12h night). The seed surface of E. stellata, light brown, was observed as a common characteristic of Eranthis genus, reticulate. The short axis of seeds was 1.11~1.77mm (average 1.44mm), and the long axis was 1.27~1.91mm (average 1.63mm), which was investigated in a slightly round shape (subglose). While no germination was observed at all conditions, Embryo growth was observed at 5 ℃ both in the control group and with GA3treated groups. Thus, seeds of E. stellata are classified as morphological physiological dormancy (MDP), which requires embryonic development and dormant break at the same time. These results can be useful information for determining morphological physiological seed dormancy and germination, and will be an important basic data for seed propagation of E. stellata as a resource.

• 한국음향학회지
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• 제43권2호
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• pp.162-167
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• 2024

풍력발전기에서 방사되는 저주파 소음은 가장 관심이 높은 불만족 사항 중의 하나이다. 이에 본 연구에서는 공학적으로 유용하게 사용할 수 있는 덴마크 모델과 ISO 9613에 기초한 상용 프로그램인 SoundPLAN과 ENPro에 의한 풍력발전기 저주파 소음 예측값들과 측정값을 비교함으로써 모델들에 대한 신뢰성을 살펴보았다. 육상에서 대표적인 3 MW급 풍력발전기를 대상으로 적용한 결과 주파수 12.5 Hz에서 80 Hz 범위에서 측정값과 예측값은 최대 5 dB 이내의 차이를 보였다. 이러한 원인으로는 대상 풍력발전기는 7년 이상 운영되었기 때문에 음향파워레벨의 변화가 생겼기 때문으로 추정할 수 있다. 하지만 저주파 대역에서 가장 정확하다고 할 수 있는 Boundary Element Method (BEM) 예측값과 다른 모델에 의한 예측값 그리고 측정값은 2.5 dB 이내로 잘 일치한 점을 고려할 때 본 연구 대상의 모델들은 3 dB 이내의 편차로 활용될 수 있을 것으로 기대된다.

• 한국음향학회지
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• 제25권7호
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• pp.339-345
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• 2006

본 논문에서는 다중 산란 현상을 해석할 수 있는 2차원 양방향 포물선 방정식 알고리즘을 제안했다. 본 논문에서 제안한 방법은 단일 산란 근사의 연속적인 적용에 바탕을 두고 있다. 각각의 거리 독립 구역의 수직 경계에 연속 조건을 적용하여 단일 산란 근사와 Split-Step Pade 법으로 거리 방향으로 전진해 가며 외향파를 계산하고 내향파 성분은 저장한다. 이어서 저장된 내향파 성분을 역 거리 방향으로 역 전파 시키고 경계에서 외향파 성분을 저장한다. 이러한 과정을 전진 방향을 바꾸어 가며 해가 수렴할 때까지 반복하여 완전 해를 계산한다. 본 논문에서 제안된 방법은 기존의 방법 [J. F. Lingevitch et al., 5. Accost. Soc. Am. 112(2), 476-480 (2002)] 에 비해 수치적으로 구현하기 간단하며 전산자원 소모가 적다.

• 한국음향학회지
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• 제26권1호
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• pp.42-47
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• 2007

본 논문에서는 probe DNA의 고정화 및 Probe DNA와 target DNA의 혼성화 반응을 감지할 수 있는 DNA 측정용 고주파 SAW 센서의 주파수 증대에 따른 감도향상에 대해 연구하였다. 센서는 $36^{\circ}$ YX $LiTaO_3$ 압전 단결정 기판위에 Au 박막이 증착된 측정채널 (sensing channel)과 기준채널 (reference channel)로 구성되며 200MHz에서 발진되는 이중 지연선 형태로 제작되었다. 또한 SAW 센서의 감지 미케니즘의 최적화를 위해 SAW 센서의 Au 지연선상의 Probe DNA의 최적 고정화 반응농도와 target DNA의 최적 혼성화 반응농도를 결정하였으며, 디지털 시린지 펌프시스템을 구성하여 실험자에 따른 오차를 최소화하였다. 측정채널의 Au 박막 지연선상에 probe DNA를 고정화시킨 후 target DNA를 주입하면, DNA의 혼성화 반응이 일어나며 Au 지연선상의 질량이 변하게 된다. 따라서 질량하중 효과에 대한 센서의 주파수 변화를 측정하였다. 개발된 센서는 최대 0.066ng/ml/Hz의 민감도를 가지며 질량하중 효과에 대한 안정적인 주파수 변화를 나타내었다.

• 비파괴검사학회지
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• 제18권3호
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• pp.172-180
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• 1998

본 연구에서는 비파괴방법중 대단히 효과적인 방법이라 할 수 있는 X선 프렉토그래피 방법을 이용하여 파괴역학적 파라메타인 ${\Delta}K$, $K_{max}$의 정량적인 평가의 가능성에 대하여 검토하였다. 이를 위하여 A12009-15v/o $SiC_w$ 복합재료와 SS41 불림재를 이용하여 피로균열진전시험을 실시하고 그 결과로부터 파면상의 X선 프렉토그래피 파라메타와 파면형성시의 파괴역학적 파라메타를 비교 검토하여 X선 프렉토그래피에 의한 ${\Delta}K$와 $K_{max}$의 평가 방법에 대하여 연구하였다. 또한, 정적하중부하에 의한 소성변형률의 비파괴적 평가법에 대하여도 검토하였다. 이를 위하여 인장시험으로 소성변형을 부하한 후, X선 프렉토그래피 파라메타를 이용하여 부하된 소성변형량의 비파괴평가법에 대하여 검토하였다. 그 결과 피로파괴시의 부하된 $K_{max}$와 피로손상 정도를 X선 프렉토그래피에 의하여 정량적으로 평가할 수 있는 방법을 제시하였다.

• 한국습지학회지
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• 제15권4호
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• pp.431-440
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• 2013

본 연구는 뗏장형태로 재배된 식생매트호안공법에 이용되는 갈대, 물억새, 사초의 성장에 따른 뿌리의 발달과 인발저항력 및 전단저항력 증가에 대하여 실험하였다. 실험기간은 식물의 성장기인 5월(2012년 5월 23일 식재) 하순부터 총 9주에 걸쳐 시행되었고, 실험포지의 토양은 하상과 비슷한 사질토이다. 3가지 초종의 뿌리성장은 식재 후 빠른 성장을 보이다가, 4주후부터 물억새와 사초는 성장속도가 둔화되었고 갈대는 비슷한 속도로 계속하여 증가하였다. 뿌리성장의 차이는 지하경의 발달에 의한 것으로 물억새와 갈대는 씨앗에 의한 번식 뿐 아니라, 지하경으로 번식하는데, 갈대의 지하경은 대단히 굵고 성장속도도 빠르기 때문이다. 이러한 뿌리성장의 특징으로 식재 후 시간이 지남에 따라 뿌리무게 증가와 인발저항력 및 전단저항력이 증가하나, 물억새와 사초는 일정한 시간이 경과한 후에는 증가 속도가 둔화되고, 갈대는 계속하여 증가하는 것으로 나타났다. 물억새와 사초는 식재 후 11주 전후로 최대값을 가지는 한계전단저항력을 가지는 것으로 분석되었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1995년도 가을 학술발표회 논문집
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• pp.15.2-22
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• 1995

Evaluating stiffness of near-surface materials has been one of the critically important tasks in many civil engineering works. It is the main goal of geotechnical characterization. The so-called deflection-response method evaluates the stiffness by measuring stress-strain behavior of the materials caused by static or dynamic load. This method, however, evaluates the overall stiffness and the stiffness variation with depth cannot be obtained. Furthermore, evaluation of a large-area geotechnical site by this method can be time-consuming, expensive, and damaging to many surface points of the site. Wave-propagation method, on the other hand, measures seismic velocities at different depths and stiffness profile (stiffness change with depth) can be obtained from the measured velocity data. The stiffness profile is often expressed by shear-wave (S-wave) velocity change with depth because S-wave velocity is proportional to the shear modulus. that is a direct indicator of stiffiiess. The crosshole and downhole method measures the seismic velocity by placing sources and receivers (geophones) at different depths in a borehole. Requirement of borehole installation makes this method also time-consuming, expensive, and damaging to the sites. Spectral-Analysis-of-Surface-Waves (SASW) method places both source and receivers at the surface, and records horizontally-propagating surface waves. Based upon the theory of surfacewave dispersion, the seismic velocities at different depths are calculated by analyzing the recorded surface-wave data. This method can be nondestructive to the sites. However, because only two receivers are used, the method requires multiple measurements with different field setups and, therefore, the method often becomes time-consuming and labor-intensive. Furthermore. the inclusion of noise wavefields cannot be handled properly, and this may cause the results by this method inaccurate. When multi-channel recording method is employed during the measurement of surface-waves, there are several benefits. First, usually single measurement is enough because multiple number (twelve or more) of receivers are used. Second, noise inclusion can be detected by coherency checking on the multi-channel data and handled properly so that it does not decrease the accuracy of the result. Third, various kinds of multi-channel processing techniques can be applied to f1lter unwanted noise wavefields and also to analyze the surface-wavefields more accurately and efficiently. In this way, the accuracy of the result by the method can be significantly improved. Fourth, the entire system of source, receivers, and recording-processing device can be tied into one unit, and the unit can be pulled by a small vehicle, making the survey speed very fast. In all these senses, multi-channel recording of surface waves is best suited for a routine method for geotechnical characterization in most of civil engineering works.