• Title/Summary/Keyword: 수평비정형

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Seismic Performance of Urban Structures with Various Horizontal Irregularities using Equivalent Static Analysis (다양한 수평비정형성을 갖는 도시구조물의 등가정적해석에 의한 내진성능분석)

  • Cui, Ji Long;Chey, Min-Ho;Kim, Sung-Il
    • Journal of Convergence Society for SMB
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    • v.6 no.1
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    • pp.25-32
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    • 2016
  • With the change and development of modem architecture, architectural configurations are increasingly diversified and irregular. However, the building configurations without proper seismic considerations may cause severe damages under earthquake loads. Therefore, it is necessary to establish and implement more properly classified, specific and advanced conceptual seismic design strategies. This study explores the relationship between building configurations and seismic performance by adopting several horizontal building configurations with various re-entrant corners. For the clear comparison of five different horizontal configuration models, almost aspects of structural properties are equalized. The equivalent static analyses are conducted with the aim of understanding the characteristics of various re-entrant comers under standard earthquake loads. The seismic advantages of regular configuration model are clearly approved and the structural weak points at the re-entrant comers are investigated numerically and graphically.

Structural Performance Assessment of Buildings Considering Beam Discontinuity and Horizontal Irregularity under Wind and Earthquake Loads (보부재 불연속성과 수평비정형성을 고려한 건물의 풍하중과 지진하중에 의한 응답해석)

  • Chakraborty, Sudipta;Islam, Md. Rajibul;Kim, Dookie
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.5
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    • pp.10-19
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    • 2022
  • Irregularity in structural shape is a ubiquitous phenomenon. Structural hazards evoked from irregularity need to be checked against extreme lateral loadings. Structures containing four distinct types of irregularities in terms of continuity and discontinuity in upper half-length and all story levels along with O-shape are investigated. The structures were analyzed numerically and different seismic responses such as displacements, bending moment, axial forces, torsions, story drift, etc. were scrutinized. The seismic and wind load analysis was conducted for ACI 318-11 conditions. Results show that buildings having discontinuous beams on the upper half exhibit better resilience. It is also concluded that O-shaped building structures provide better resistance to overturning, making this shape relatively safe.

Anamorphic Infrared Camera with Wide Field of View and Optomechanical Automatic Athermalization Mechanism (광기구적 자동 비열화가 적용된 비정형 적외선 광각 카메라)

  • Kim, Hyunsook;Ok, Chang Min
    • Korean Journal of Optics and Photonics
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    • v.26 no.4
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    • pp.187-194
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    • 2015
  • A system of infrared camera optics with wide field of view and anamorphic lenses is proposed, and its validity verified through manufacture. The infrared camera produced provides a wide field of view of over 100 degrees in the horizontal direction, and an even greater magnification in the vertical direction. As a result, the system can have a wider surveillance range and improved detection ability at the same time. In addition, a new optomechanical automatic athermalization mechanism is proposed and applied to the infrared camera. Its performance and utility is proved through testing.

A Development of a Shape Optimization Design Techniques for the Diagrid Tapered Tall-Building (테이퍼드 다이아그리드 초고층 구조물의 형상 최적설계기법 개발)

  • Han, Sang-Eul;Lee, Han-Joo;Ryu, Jong-Hye;Jeong, So-Young
    • Journal of Korean Society of Steel Construction
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    • v.23 no.3
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    • pp.349-356
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    • 2011
  • In this paper, the optimal diagrid angle of atypical tall buildings has been found using diagrid optimization technique which is based on parametric algorithm. A diagrid is a diagonal grid which can be seen among atypical tall buildings and structures which effectively resist horizontal and vertical direction loads. Therefore, it is also the objective of this studyto find the maximum stiffness of atypical tall buildings by optimizing diagrid angle. Moreover, this study touches on both cylindrical and tapered off cylindrical structures, as shown in the examples to check the compatibility of optimum diagrid angle, which effectively resists horizontal deformation on top by optimization algorithm.

A Study on the Development of Visual Arts Convergence Education Model with the Formless Concept (비정형 개념에 따른 시각예술 융합교육 모형 개발)

  • Cho, Hyun Geun
    • Korea Science and Art Forum
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    • v.37 no.2
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    • pp.275-292
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    • 2019
  • This study was initiated with the attention of demanding new and diverse approaches, we're talking familiar with imitations in the design process like a way to draw a image. So I studied a convergence of humanities and visual arts with the understanding and conceptual approach of the formless. The purpose of this study is to develop formless languages and to organize practical courses which are to enable deeper research and design expression on theoretical approaches and explanations of outcomes required before and after the process when we practice in connection with the formless. The method of this study is to draw detailed items from selected words through advanced researches, work and author researches and practice teaching. The results of the study I proposed the formless language that is related to the horizontality in spatial positioning system, and pulse in the separation of space and time, and entropy in structural orders of the system, and base materialism in the limitation of matter as the operating mechanism and parent item of formless. And those elements are related with shape, size, shading, color, texture, space, structure as visual elements of formative elements and those have various adjectival meanings as the subordinate concept. So I presented an education materials of basic design which is to enable understanding and expressing the formless language in the overall process of formless visual art(theoretical approach, practice course, presentation, etc.). Based on these study results, I hope that this educational materials will be used as educational contents that makes them express and understand different new beauties, and a role that reveals social identity, and a reference for research on a formless visual arts.

The Effect Of Shape On Emotion (형태를 통해서 느끼는 감성 - 기본 도형을 중심으로 -)

  • Jung, Dae-Hyun;Han, Kwang-Hui
    • 한국HCI학회:학술대회논문집
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    • 2007.02b
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    • pp.445-451
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    • 2007
  • 시각과 관련된 정서 연구 중에서 색에 대한 연구나 움직임에 대한 연구는 많이 이루어져 왔으나 정적인 형태 자체에서 감성을 불러일으킬 수 있는가에 대한 연구는 많이 이루어지지 않았다. 따라서 이 논문에서는 2차원적인 형태 중, 모든 형태의 기본이 되는 3가지 기본적인 도형(삼각형, 사각형, 원)을 중심으로 도형의 물리적 속성에 따른 감성 차이가 있는지를 살펴보고자 하였다. 도형의 물리적 속성은 물체 인식과 시각 디자인에서 중요시되는 요소인 방향성, 정형성, 비례, 예리함을 중심으로 감성이 어떻게 달라지는지를 살펴보았다. 그 결과 방향성, 정형성, 비례, 예리함에 따라 도형에 따른 감성의 차이가 모두 존재함을 알 수 있었다. 도형간의 차이는 쾌 불쾌 차원에서는 원으로 갈수록 쾌함을 확인했고 각성 차원에서는 삼각형으로 갈수록 각성이 높아짐을 알 수 있었다. 방향성은 수평, 수직보다 기울어진 형태에서 쾌하고 각성이 낮음을 알 수 있었다. 비례는 너비와 높이의 비가 1:1 일 때 각성이 가장 낮고 쾌한 정도가 상대적으로 가장 높음을 알 수 있었고 비정형 도형일수록 불쾌하고 각성이 높음을 알 수 있었다. 아울러 도형과, 방향성 비례 그리고 정형성간의 상호작용 측면도 살펴보았고 어떤 요소가 더 영향을 미칠 수 있는지도 살펴보았다. 이러한 결과를 바탕으로 도형이 어떤 속성이 이러한 감성을 불러일으키는 요인인지를 알아보기 위한 추가실험도 실시하였다. 그 결과 도형의 속성 중 모서리의 예리함이 감성차이를 불러일으킬 수 있는 요인이 될 수 있음을 알 수 있었고 선 형태와의 상호 작용 시 예리함이 감성에 더 영향을 미칠 수 있는 요인임을 추론할 수 있었다. 이러한 도형이 주는 감성 연구는 도형의 감성적인 평가 과정이 인지와 정서간의 관계를 설명해 줄 수 있는 내용이 될 수 있다는 점에서 의의가 있다. 아울러 기본이 되는 도형의 형태로부터 감성의 차이가 있음을 확인함으로써 제품의 물리적 디자인에 대한 가이드라인을 제공해 줄 수 있을 것이라 예상된다. 특히 각성 상태가 인지적 수행에 중요한 영향을 미칠 수 있다는 사실로부터 학습도구에서의 도형의 효과적인 사용을 제안하고자 한다.

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A Development of NURBS-Based Pre and Post Processor for Structural Analysis of Free-Shaped Beam (자유형상 보요소 해석을 위한 NURBS기반의 전·후처리 모듈 개발)

  • Jung, Sung-Jin;Park, Se-Hee
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.10
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    • pp.6673-6678
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    • 2015
  • Recently, the free form buildings are constructed frequently. Exterior and interior components of these buildings have the free cross-section and a curved shape. So, There are many usages of classical finite element having tapered section and free-style shape. Some general commercial applications like ETABS, SAP2000, MIDAS are usually used for the safety evaluation of the free form structures. However, there are some limits in the accuracy of structural analysis and the length of analysis time because a very complicated finite element mesh have to be used. Therefore, In this study, a pre and post program module was developed to take advantage of general 3-D curved beam element which has a free-style curved shape and mathematical backgrounds. Pre-post processing module has been developed in this study was developed to control the curvature of the curved members by the NURBS control points. As a result, fast geometric modeling than was possible commercial applications. In addition, realistic depiction of the shape and behavior patterns were possible because of the free-form building allows visual check of the free form.

BIM Application for Civil Engineering Project in Planning and Design Phases (토목공사 기획 및 설계단계의 BIM 적용방안 연구)

  • Kang, Leen-Seok;Kim, Seol-Gi;Kim, Hyeon-Seung;Moon, Hyoun-Seok
    • Journal of KIBIM
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    • v.1 no.1
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    • pp.26-31
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    • 2011
  • Due to the characteristics of 3D objects of building construction projects which have regular, vertical and repetitive shapes, the most practical utilization of BIM in the country is focused on building projects. The characteristics of 3D objects of civil engineering project have irregular, horizontal and non-repetitive shapes. Therefore, consisting of a practical BIM model is difficult comparing with building project. This study suggests an application process of BIM for the planning and design phases for civil engineering project. A BIM system is developed based on suggested BIM process and it is verified through a bridge construction project.

Collapse Behavior of Small-Scaled RC Structures Using Felling Method (전도공법에 의한 축소모형 철근콘크리트 구조물의 붕괴거동)

  • Park, Hoon;Lee, Hee-Gwang;Yoo, Ji-Wan;Song, Jeung-Un;Kim, Seung-Kon
    • Tunnel and Underground Space
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    • v.17 no.5
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    • pp.381-388
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    • 2007
  • The regular RC structures have been transformed into irregular RC structures by alternate load of RC structures during explosive demolition. Numerical simulation programs have contributed to a better understanding of large displacement collapse behavior during explosive demolition, but there remain a number of problems which need to be solved. In this study, the 1/5 scaled 1, 3 and 5 stories RC structures were designed and fabricated. To consider the collapse possibility of upper dead load, fabricated RC structures were demolished by means of felling method. To observe the collapse behavior of the RC structures during felling, displacement of X-direction (or horizontal), displacement of Z-direction (or vertical) md relative displacement angle from respective RC structures were analyzed. Finally explosive demolition on the scaled RC structures using felling method are carried out, collapse behavior by felling method is affected by upper dead load of scaled RC structures. Displacement of X and Z direction increases gradually to respective 67ms and 300ms after blasting. It is confirmed that initial collapse velocity due to alternate load has a higher 3 stories RC structures than 5 stories.

Structural Performance Evaluation of Connection with Inclined Column for Steel Structure Subjected to Vertical Loads (수직하중에 따른 강구조물 경사기둥 접합부의 구조성능평가)

  • Kim, Eun-Suk;Cho, Jeong-Hyeok;Kim, Tae-Jin;Kim, Jong-Ho
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2010.04a
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    • pp.255-258
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    • 2010
  • 최근 초고층 구조물은 다양한 형태에 따른 건축 계획 및 설계에 대한 요구되어지며 이를 충족시키기 위해 다양한 구조시스템이 개발되어지고 있다. 특히 경사기둥은 구조물의 높이가 증가할수록 구조물의 면적이 점차적으로 감소하는 Tapered 형태의 비정형 초고층 구조물의 중요한 설계 및 구조요소이다. 본 논문에서는 경사기둥의 축하중에 의해 발생하는 수평력으로 인한 접합부의 영향 및 보 플랜지의 취성파괴에 대한 저항성능을 평가하기 위하여 강구조물 경사기둥 접합부에 대한 유한요소해석을 수행하였다.

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