• 제목/요약/키워드: arches

검색결과 351건 처리시간 0.022초

온실환경변화(溫室環境變化)에 대(對)한 실험적(實驗的) 분석(分析)(II) -온습도(溫濕度)·조도(照度)·탄산(炭酸)가스·풍속(風速)의 변화(變化) 및 분포(分布)- (Experimental Analysis for Environments Variations of Greenhouses -Distributions and Variations of Temperature, Relative humidity, Illumination, Carbon dioxide and Wind velocity-)

  • 김영복;박중춘;백이
    • Journal of Biosystems Engineering
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    • 제18권1호
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    • pp.60-70
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    • 1993
  • 농업(農業)을 둘러싼 주위(周圍)의 여건변화(與件變化)에 따라 시설농업(施設農業)을 위한 온실면적(溫室面積)은 나날이 증가(增加)하고 있고 이에 따라 그 환경조절(環境調節)과 관리(管理)에 관한 기술개발(技術開發)과 연구(硏究)에 대한 관심(關心)이 가일층 증가(增加)하고 있다. 본 연구(硏究)에서는 농촌진흥청보급형연동온실(農村振興廳普及型連棟溫室)과 일반연동온실(一般連棟溫室), 그리고 단동온실(單棟溫室)에서의 온도(溫度), 습도(濕度), 조도(照度), $CO_2$, 풍속(風速)에 대한 하루 중의 狀態變化(상태변화)를 측정(測定), 분석(分析)하였으며, 이를 통하여 시설(施設)과 설비(設備)의 효과(效果)를 비교분석(比較分析)하고 그 합리적(合理的) 설치(設置)와 운용(運用)을 기하는데 이용(利用)하고자 하였다.

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대칭 모드 아치의 준-해석적 테일러 해와 동적 안정성 (Dynamic Stability and Semi-Analytical Taylor Solution of Arch With Symmetric Mode)

  • 비자야 P. 포크렐;손수덕;하준홍;이승재
    • 한국공간구조학회논문집
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    • 제18권3호
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    • pp.83-91
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    • 2018
  • In this study, we investigated the dynamic stability of the system and the semi-analytical solution of the shallow arch. The governing equation for the primary symmetric mode of the arch under external load was derived and expressed simply by using parameters. The semi-analytical solution of the equation was obtained using the Taylor series and the stability of the system for the constant load was analyzed. As a result, we can classify equilibrium points by root of equilibrium equation, and classified stable, asymptotical stable and unstable resigns of equilibrium path. We observed stable points and attractors that appeared differently depending on the shape parameter h, and we can see the points where dynamic buckling occurs. Dynamic buckling of arches with initial condition did not occur in low shape parameter, and sensitive range of critical boundary was observed in low damping constants.

반안면왜소증의 치험례 (A CASE REPORT OF HEMIFACIAL MICROSOMIA)

  • 이철우;여환호;김운규;김수관;오충원
    • Maxillofacial Plastic and Reconstructive Surgery
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    • 제14권3호
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    • pp.207-216
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    • 1992
  • The congenital condition referred as hemifacial microsomia is characterized by underdevelopment, malformation or abscence of certain soft and hard tissue derivatives of the first and second branchial arches and open also of structures which are not derived from the branchial arches, such as the zygoma, temporal bone. This is a report about a 14 years old male patient with the chief complaint of severe facial asymmetry, who was diagnosed as hemifacial microsomia having agenesis of the right mandibular condyle and zygomatic arch. Deformities and rib bone graft on the affected mandibular condyle and body, and LeFort I osteotomy in the maxilla. To correct contour-deficient chin, we performed the genioplasty, and the zygomatic arch was reconstructed with rib bone graft.

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Experimental study on creep behavior of fly ash concrete filled steel tube circular arches

  • Yan, Wu T.;Han, Bing;Zhang, Jin Q.;Xie, Hui B.;Zhu, Li;Xue, Zhong J.
    • Steel and Composite Structures
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    • 제27권2호
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    • pp.185-192
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    • 2018
  • Fly ash can significantly improve concrete workability and performance, and recycling fly ash in concrete can contribute to a cleaner environment. Since fly ash influences pozzolanic reactions in concrete, mechanical behaviors of concrete containing fly ash differ from traditional concrete. Creep behaviors of fly ash concrete filled steel tube arch were experimentally investigated for 10% and 30% fly ash replacement. The axes of two arches are designed as circular arc with 2.1 m computed span, 0.24 m arch rise, and their cross-sections are all in circular section. Time dependent deflection and strain of loading and mid-span steel tube were measured, and long term deflection of the model arch with 10% fly ash replacement was significantly larger than with 30% replacement. Considering the steel tube strain, compressive zone height, cross section curvature, and internal force borne by the steel tube, the compressive zone height and structural internal forces increased gradually over time due to concrete creep. Increased fly ash content resulted in more significant neutral axis shift. Mechanisms for internal force effects on neutral axis height were analyzed and verified experimentally.

한국인 치열궁구조의 비례에 관한 연구 (A STUDY ON THE RATIO OF THE DENIAL ARCH STRUCTURE IN KOREANS)

  • 박재억;남동석
    • 대한치과교정학회지
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    • 제18권1호
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    • pp.165-173
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    • 1988
  • The purpose of this study was to investigate and evaluate what proportion is the characteristics in Korean dental arches with normal occlusion. Many others have already indicated Golden proportion in normal dental arches, but have not considered any racial and sociocultural differences. So the author postulated $(\sqrt{2})^n$ relations in Koreans. The materials were consisted of 134 dental casts with normal occlusion, which have never undergone orthodontic and prosthodontic procedures. Measurements were made on the arch dimensions using sliding caliper and data were computerized. The findings were as follows: 1. The width between the distal surfaces of the upper centrals, had $(\sqrt{2})^3$ relation with the width between the buccal surfaces of the upper 1 st premolars in Koreans. 2. The width between the distal surfaces of the lower laterals had $(\sqrt{2})$ relation with the width between the distal surfaces of the lower canines, and had $(\sqrt{2})^2$ relation with the distal surfaces of the upper centrals. 3. The width between the distal surfaces of the lower centrals had $(\sqrt{2})^2$ relation with the width between the distal surfaces of the lower laterals, and had $(\sqrt{2})^3$ relation with the width between the distal surfaces of the upper centrals.

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가축성 강재 지보의 강도특성에 관한 연구 (A Study on Strength Characteristics of Yieldable Steel Arch Supports)

  • 김종우
    • 터널과지하공간
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    • 제8권4호
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    • pp.261-274
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    • 1998
  • 이 연구에는 가축성 강재지보에 대한 실내실험 및 현장실험 결과가 제시된다. 시험지보는 단위중량이 25.8kg/m인 Gloken profile U 빔 3매를 조립하여 제작되었다. 양단이 힌지로 지지되는 반원형 및 아치형 지보에 대한 정역학적인 해석이 실시되었다. 실험된 U빔의 형상계수는 1.35이었고 지보형태에 따른 2차 소성힌지의 위치를 산정하였다. 천장부에서 단일집중하중을 받는 아치형 지보의 내하력을 조사하여 이를 지보 각주 길이의 함수로 나타내었다. U 빔 연결부의 결합토크를 변화시키는 실물크기 지보시험을 수행하여 시험지보의 가축특성을 파악하였으며, 결합토크를 설계하는 방법을 연구하였다. 결합토크가 21kg.m 인 시험지보를 현장에 설치하고 계측한 결과 전형적인 가축현상을 관찰할 수 있었다.

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Hybrid adaptive neuro-fuzzy inference system method for energy absorption of nano-composite reinforced beam with piezoelectric face-sheets

  • Lili Xiao
    • Advances in nano research
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    • 제14권2호
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    • pp.141-154
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    • 2023
  • Effects of viscoelastic foundation on vibration of curved-beam structure with clamped and simply-supported boundary conditions is investigated in this study. In doing so, a micro-scale laminate composite beam with two piezoelectric face layer with a carbon nanotube reinforces composite core is considered. The whole beam structure is laid on a viscoelastic substrate which normally occurred in actual conditions. Due to small scale of the structure non-classical elasticity theory provided more accurate results. Therefore, nonlocal strain gradient theory is employed here to capture both nano-scale effects on carbon nanotubes and microscale effects because of overall scale of the structure. Equivalent homogenous properties of the composite core is obtained using Halpin-Tsai equation. The equations of motion is derived considering energy terms of the beam and variational principle in minimizing total energy. The boundary condition is assumed to be clamped at one end and simply supported at the other end. Due to nonlinear terms in the equations of motion, semi-analytical method of general differential quadrature method is engaged to solve the equations. In addition, due to complexity in developing and solving equations of motion of arches, an artificial neural network is design and implemented to capture effects of different parameters on the inplane vibration of sandwich arches. At the end, effects of several parameters including nonlocal and gradient parameters, geometrical aspect ratios and substrate constants of the structure on the natural frequency and amplitude is derived. It is observed that increasing nonlocal and gradient parameters have contradictory effects of the amplitude and frequency of vibration of the laminate beam.

알 카시의 첨두아치 작도와 티무르조 건축의 곡면구조 (Al-Kāshī's Pointed Arch Drawing and Curved Structure of the Timurid Architecture)

  • 최남섭
    • 건축역사연구
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    • 제32권5호
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    • pp.21-30
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    • 2023
  • The study aims to analyze the geometric characteristics of the pointed arches proposed by Al-Kāshī in his book "Miftāḥ al-Ḥisāb" (Key of Arithmetic) and investigate their planning principles, architectural application, and typological characteristics. Al-Kāshī completed this significant work in 1427 and dedicated it to Ulugh Beg, a Timurid Sultan in Samarkand. In the ninth chapter, titled "Al-'Imārāt wa al-Abnīya" (Amīr's Mansion and Building), Al-Kāshī sought to measure the surface areas and volumes of barrel vaults (Azaj) and domes (Qubba). To achieve this, he proposed five kinds of pointed arches (Ṭāq) and analyzed their drawing methods and composition principles. The Īwān and Qubba structures, which are curved architectural elements, hold significant importance in Islamic architecture. However, previous research has predominantly focused on comparing the drawings in Al-Kāshī's book with historical buildings, neglecting the inherent characteristics of the drawings themselves. This study intends to contribute to a deeper understanding of Al-Kāshī's remarkable work and shed light on the geometric aspects of monumental structures in the Timurid Period.

Openbite을 나타내는 성인의 치열 특성 및 그에 따른 골격적 특성 분석 (An analysis of the dental arch and skeletal characteristics in adult patients exhibiting open bite)

  • 이진우
    • 대한치과교정학회지
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    • 제34권4호
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    • pp.289-301
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    • 2004
  • It is the purpose of this study to characterize oral symptoms and to comprehend the cause and the relapse possibility of patients with open bite. This case study examines the orthodontic treatment of a group of female patients with open bite and Angle's Class I malocclusion. A cephalograph of the patient was taken and tracing of the radiograph was completed. In addition to Bjork and Ricketts analysis, additional measurements of specific areas were taken. The occlusal plane was determined by drawing a line connecting the mesiobuccal cusp tip of the maxillary first molar and the incisal edge of the maxillary central incisors. Patients were divided into two groups depending on the relationship between the marginal ridge of the maxillayy first premolar and the drawn line. Those patients with marginal ridges above the occlusal plane were placed into Group 1, while Group 2 subjects exhibited marginal ridges lower than the occlusal plane. The common characteristics within each group and the characteristic differences between each group both prior to and after orthodontic treatment were examined, and finally, the functional oral volume of each patient was analyzed. The results of the case study were as follows: 1. An examination of the skeletal relationship and anatomical form for both Group 1 and 2 showed that all subjects exhibited hyperdivergent skeletal forms, but Group 2 subjects generally demonstrated underdevelopment of the mandible and a smaller articular angle, resulting in an anterior positioning tendency of the mandible. 2. An analysis of the maxillary arches of Group 1 subjects prior to and after orthodontic treatment showed that the antero-inferior direction had changed to an antero-superior directional tendency, while the maxillary arches of the Group 2 patients showed a trend from an antero-superior direction to an antero-inferior relationship. The mandibular arches in both groups showed a change to an antero-superior direction. 3. Functional space analysis showed that Group 2 patients exhibited a greater tendency of haying palatal planes that drop in a postero-inferior direction, resulting in a more severe open bite than their Group 1 counterparts. The results of this case study show that although patients belonging to either Group 1 or 2 exhibited few external differences in the appearance of open bite, an examination of the dental and skeletal relationships by analyzing patient cephalographs showed that patients presenting with flat maxillary occlusal planes exhibited more severe open bite relationships than patients with curved occlusal planes.

SHALLOW ARCHES WITH WEAK AND STRONG DAMPING

  • Gutman, Semion;Ha, Junhong
    • 대한수학회지
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    • 제54권3호
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    • pp.945-966
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    • 2017
  • The paper develops a rigorous mathematical framework for the behavior of arch and membrane like structures. Our main goal is to incorporate moving point loads. Both the weak and the strong damping cases are considered. First, we prove the existence and the uniqueness of the solutions. Then it is shown that the solution in the weak damping case is the limit of the strong damping solutions, as the strong damping vanishes. The theory is applied to a car moving on a bridge.