• Title/Summary/Keyword: natural history

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Developmental Characteristics and Life History of the Korean Native Fire-fly, Luciola lateralis

  • Kim, Jong-Gill;Kim, Sam-Eun;Park, Ji-Young;Yoon, Hyung-Joo;Park, Young-Cheol;Ohba Nobuyoshi;Jin, Byung-Rae;Noh, Si-Kap
    • International Journal of Industrial Entomology and Biomaterials
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    • v.3 no.2
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    • pp.141-147
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    • 2001
  • To study the ecological characteristics of the Korean native firefly, Luciola lateralis, development and life history of L. lateralis were investigated throughout the indoor rearing. Average size of egg with an oval shape was 0.51${\times}$0.56 mm and an egg period of L. tateralis was approximately 25.8 days. The larvae were pupated at the 5$^{th}$ instar and the body length of the matured larvae was 15.8mm. The total periods of larval stage to the end of the $5^{th}$ instar were approximately 271.7 days. Pupae formed soil cocoon and average pupal period was approximately 28.7 days. Average number of eggs oviposited by a female was approximately 97. The body size of female in the pupa and adult were larger that of male.

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Study of Operation of Civil College, "the College outside College," in France (프랑스 시민대학, "대학 밖 대학" 특성과 운영)

  • HWANG, SungWon
    • Cross-Cultural Studies
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    • v.25
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    • pp.597-626
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    • 2011
  • Civil college is a public educational institute for theoretical and practical learning. This study examines the social context behind France's civil college and how it is being operated. Many studies have been conducted in Korea to examine Germany in terms of lifelong learning or adult learning, but there is almost no study on France. Therefore, this study was conducted to analyze the history and operation of civil college, the "college outside college," in France and what Korea should learn from it. The civil college of France can be discussed in two contexts: first, it is AUPF, which stands for the French association of civil colleges, and it was mostly influenced by Northern Europe and Germany. Second, it is Caen Civil College, which was established by M. Onfray based his philosophical collaboration. The European civil college opened almost 1,000 courses in 2010-2011 for a variety of subjects, including Foreign Languages, Mother Tongue, the Dialects of Alsace, Philosophy, Cosmology, History, Art History, Psychology, Sociology, Astronomy, Botany, and Natural Science. Courses in Fine Arts include drawing, painting, sculpture, photography, music, and theater. For another form of civil college, Philosopher M. Onfray has been operating Caen Civil College since 2002 for general education and cultural education. It is not acknowledged by conventional philosophers, but it is contributing to the popularization of philosophy. In conclusion, the civil college in France has brought in-depth philosophical discussions out of the lecture rooms in an effort to popularize learning, making lifelong learning more accessible to the general public.

Deep neural network for prediction of time-history seismic response of bridges

  • An, Hyojoon;Lee, Jong-Han
    • Structural Engineering and Mechanics
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    • v.83 no.3
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    • pp.401-413
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    • 2022
  • The collapse of civil infrastructure due to natural disasters results in financial losses and many casualties. In particular, the recent increase in earthquake activities has highlighted on the importance of assessing the seismic performance and predicting the seismic risk of a structure. However, the nonlinear behavior of a structure and the uncertainty in ground motion complicate the accurate seismic response prediction of a structure. Artificial intelligence can overcome these limitations to reasonably predict the nonlinear behavior of structures. In this study, a deep learning-based algorithm was developed to estimate the time-history seismic response of bridge structures. The proposed deep neural network was trained using structural and ground motion parameters. The performance of the seismic response prediction algorithm showed the similar phase and magnitude to those of the time-history analysis in a single-degree-of-freedom system that exhibits nonlinear behavior as a main structural element. Then, the proposed algorithm was expanded to predict the seismic response and fragility prediction of a bridge system. The proposed deep neural network reasonably predicted the nonlinear seismic behavior of piers and bearings for approximately 93% and 87% of the test dataset, respectively. The results of the study also demonstrated that the proposed algorithm can be utilized to assess the seismic fragility of bridge components and system.

Seismic responses of hyperbolic cooling towers under horizontal and vertical earthquake

  • Zhang, Jun-Feng;Wang, Yuan-Hao;Li, Jie;Zhao, Lin
    • Earthquakes and Structures
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    • v.20 no.4
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    • pp.405-415
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    • 2021
  • Following the dynamic property analysis and elaboration, linear response spectrum analysis (RSA) and response history analysis (RHA) were conducted on a representative hyperbolic cooling towers (HCT) in present study. The seismic responses in tower shell were illustrated in detail, including the internal force amplitude, modal contribution, influence from damping ratio, comparison of results got from RSA and RHA and especially the latitude distributions of internal forces. The results show that the eigenmodes could be classified in a new method into four types according to their mode shapes and only the lateral bending modes and vertical stretching modes are meaningful for horizontal and vertical earthquake correspondingly. The bending modes and seismic deformation display the same feature which is global lateral bending accompanied by minute circular flow displacement of section. This feature also decides the latitude distributions of internal forces as sine or cosine. Moreover, the following method is also proposed for approximate estimation of internal force amplitudes without time-consuming response history analysis: getting the response spectrums of the selected ground accelerations and then comparing values of response spectrums at the natural period of first lateral bending mode because it is always prime dominant for horizontal seismic responses.

Maximum shear modulus of rigid-soft mixtures subjected to overconsolidation stress history

  • Boyoung Yoon;Hyunwook Choo
    • Geomechanics and Engineering
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    • v.37 no.5
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    • pp.443-452
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    • 2024
  • The use of sand-tire chip mixtures in construction industry is a sustainable and environmentally friendly approach that addresses both waste tire disposal and soil improvement needs. However, the addition of tire chip particles to natural soils decreases maximum shear modulus (Gmax), but increases compressibility, which can be potential drawbacks. This study examines the effect of overconsolidation stress history on the maximum shear modulus (Gmax) of rigid-soft mixtures with varying size ratios (SR) and tire chip contents (TC) by measuring the wave velocity through a 1-D compression test during loading and unloading. The results demonstrate that the Gmax of tested mixtures in the normally consolidated state increased with increasing SR and decreasing TC. However, the tested mixtures with a smaller SR exhibited a greater increase in Gmax during unloading because of the active pore-filling behavior of the smaller rubber particles and the consequent increased connectivity between sand particles. The SR-dependent impact of the overconsolidation stress history on Gmax was verified using the ratio between the swelling and compression indices. Most importantly, this study reveals that the excessive settlement and lower Gmax of rigid-soft mixtures can be overcome by introducing an overconsolidated state in sand-tire chip mixtures with low TC.

Ontological Analysis on the Phenomenon of Contemporary Architecture - Focused on the Avant-garde in the End of the 20th Century - (현대건축 현상의 존재론적 해석 - 20세기말 아방가르드를 중심으로 -)

  • Byun, Gye-Sung
    • Journal of architectural history
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    • v.14 no.2 s.42
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    • pp.21-40
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    • 2005
  • The purpose of this study was to analyze the features of the avant-garde architecture in the end of the 20th Century based on the ontology as a metalanguage. In view of the results so for achieved, it is possible to say that the thought of becoming, topology, rhizome thought and the Deleuze's concepts of the fold and the event as ever-changing and evolving at any given time are found in the avant-garde architecture, and the introduction of ontological thought into architectural design encourage hopes for a more natural and existential quality in architecture. However, the avant-garde architecture in the end of the 20th century disclosed the limitation in the architectural expression of ontological thought due to the lack of fully understand on ontology. In conclusion, the ontological approach in architecture offers a new morphological methodology and a new way of programming considering the existential aspect of space through the bricoleur's means leaving the ontological meaning of architecture itself.

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Structure Structural Durability Analysis on Bike Carrier Basket (자전거 짐받이에 대한 구조적 내구성 해석)

  • Cho, Jaeung;Han, Moonsik
    • Journal of the Korean Society of Manufacturing Technology Engineers
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    • v.22 no.1
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    • pp.70-76
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    • 2013
  • This study investigates structural durability through the analyses of stress, fatigue life and vibration damage at bike carrier basket. As model 2 has less stress and deformation than model 1 on static structural analysis, model 2 becomes more durable than model 1. Among the cases of nonuniform fatigue loads, 'SAE bracket history' with the severest change of load becomes most unstable but 'Sample history' becomes most stable. The amplitude deformations become highest at maximum response frequency of 2400Hz in cases of models 1 and 2. As the values of maximum equivalent stresses become within the allowable material stresses at two holes at the upper parts on models 1 and 2, these models become safe. The structural result of this study can be effectively utilized with the design of bike carrier basket by investigating prevention and durability against fatigue or vibration damage.

A study of medical abstraction on Yi Xue Yuan Liu Lun (醫學源流論) of Xu Ling Tai (徐靈胎) (서령태(徐靈胎)의 《의학원류론(醫學源流論)》에 나타난 의학사상(醫學思想)에 대한 고찰(考察))

  • Kim, Kang;Park, Kyoung Nam;Maeng, Woong Jae
    • The Journal of Korean Medical History
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    • v.20 no.1
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    • pp.139-164
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    • 2007
  • Xu Ling Tai (徐靈胎) was an outstanding medical practitioner in the early and middle part of the Cheong Dynasty of China (淸代). He had learned the study of Confucian classics and natural science from his childhood and read through books covering all sorts of fields, from medical science to hydraulics and literature. He was, in particular, one of leaders who represented the school of classicism that followed scriptures (尊經復古主義學派) in the field of medical science and his solid abstraction has had an affect on posterity's one. One of his masterpieces is Yi Xue Yuan Liu Lun (醫學源流論) among his books in the medical area.

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A Study on the Conservation of Historic Environment Relating to the Folk Village of HAHOE (역사적환경(歷史的環境)의 보존(保存)에 관(關)한 연구(硏究) -하회(河回)마을의 보존(保存)을 중심(中心)으로-)

  • Kim, Soon-Il
    • Journal of architectural history
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    • v.2 no.1 s.3
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    • pp.42-53
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    • 1993
  • In the last twenty years at home and abroad, there were outcries demanding conservation of local and historic environment. HAHOE, the most outstanding folk village of our country, has drawn the attention of visitors and investigators. This study aims to clarify the conservation measure of HAHOE. The conclusions of this study can be summarized as follows : a) The most efficient way to conserve historic environment is to harmonize the old and new modern living functions of the area. b) Special and new policies should be established for the rehabilitation of historic environment. c) It is necessary to give more attention to value natural and architectural vistas. d) Unified regulations and activities of the community action group or local government are requested.

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Study on the durability assessment based on CAE analysis (CAE 해석 기반 내구도 평가 방법에 대한 연구)

  • 주병현;남기원;이병채
    • Proceedings of the Korean Society of Precision Engineering Conference
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    • 2004.10a
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    • pp.844-848
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    • 2004
  • We evaluate the durability of vehicle chassis component under dynamic loadings. Since the fatigue analysis of vehicle component is based on the dynamic load history it must be done by dynamic analysis. But in case the vehicle component has natural frequencies much larger than reversing frequencies of load history, we can get small analysis errors by applying quasi-static analysis. So it is inefficient that we apply to the dynamic analysis for all the vehicle components. In this research, we discuss the quasi-static analysis method which is appropriate for the fatigue analysis. And in case we can only perform the fatigue analysis based on dynamic analysis, we introduce more efficient method in the analysis time and hard disk storage.

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