• 한국공간정보시스템학회:학술대회논문집
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• 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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• pp.197-205
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• 2004

A vocabulary for a understanding bridge has a different scope. There are the urban setting, landscape, lightness, from minimum to maximum, continuity, material, erection, motion and dynamic. Aesthetics criteria of footbridge design are movement and grace, space and experiment, symbolism, iconic, sculpture, innovation, spectacle, lighting, gemetry and wonder. New structural concepts of pedestrian bridges are presented on examples of recently built structures. The main characteristics of described structures are appropriateness, humanity, structural efficiency and aesthetics.

• 조형예술학연구
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• 제13권1호
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• pp.11-21
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• 2008

It seems to be difficult to bridge between human and nature. All depictions of nature are not necessarily reflections of reality. Thoughts are projected into nature, then nature will reflect us. The world is composed of natural and cultural environment. There are differences between depiction of nature based on correspondence and construction of world. Environmental aesthetics is an emerging field of study that focuses on nature's aesthetic value as well as on its ethical and environmental implications. Allen Carlson, a pioneer in environmental aesthetics, provides challenges as well as a wealth of resources for those who would appropriate his ideas in the service of environmental protection. Carlson's positive aesthetics, his focus on the functionality of human environments, and his integration of aesthetics and ethics have great import for those seeking to use aesthetics to assist in addressing environmental controversies. Environmental ethics would benefit from taking environmental aesthetics more seriously. Environmental aesthetics is an emerging discipline that explores the meaning and influence of environmental perception and experience on human life. Arguing for the idea that environment is not merely a setting for people but fully integrated and continuous with us, Arnold Berleant explores the aesthetic dimensions of the human-environment continuum in both theoretical terms and concrete situations. Aesthetic experience is always contextual. The aesthetic aspect of any human habitat is an essential part of its desirability. The aesthetic perception of environment shows us the reciprocity that constitutes both person and place. The genuine beauty lies in the coexistence and harmony with natural environment.

• Structural Engineering and Mechanics
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• 제7권6호
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• pp.551-559
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• 1999

This paper presents some simple thinking on an age-old question that given a bridge of a certain span and loading, from the point of view of the structural efficiency, where should the bridge deck be positioned? Generally, this decision is made for other reasons than structural efficiency such as aesthetics and the analyst is often presented with a fait accompli. Using the recently invented Evolutional Structural Optimisation (ESO) method, it is possible to demonstrate that having the deck at different vertical locations can lead to a very different mass and shape for each structural form resembling cable-stayed and cable-truss bridges. By monitoring a performance index which is the function of stresses and volume of discretised finite elements, the best optimised structure can be easily determined and the bridge deck positioning problem can be efficiently solved without resorting to any complex analysis procedures.

• 한국전통조경학회지
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• 제37권3호
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• pp.1-12
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• 2019

교량(橋梁, bridge, 다리)은 물 위나 공중에 가설해서 통행하기 편리하게 하는 건축물이다. 다른 건축물에 비해 교량이 요구하는 건축재와 건축구조는 공간을 건널 수 있는 독특한 기능을 가져야 하는데 이는 건축할 때의 생산력, 과학기술 수준과 환경에 달려 있다. 오늘날의 고대 교량에 대한 학술 연구는 대부분 교량 건조기술 분야의 연구에 중점을 두고 있어 교량의 경관 미학과 역사에 대한 연구는 부족한 실정이다. 이러한 배경 하에 본 연구는 한국과 중국의 궁궐 내에 위치한 교량을 대상으로 분석함으로써 두 나라의 교량 형태와 역사 및 문화에 대한 이해와 기술, 미학적 자료의 축적으로서 가치가 있을 것이다. 연구방법은 현장조사와 문헌 분석을 통해 교량을 분석하고자 한다. 첫째, 교량의 재료, 형태, 경관과 장식 문화를 비교함으로써 한중 양국의 궁궐 정원의 교량 건축 스타일에서 물리적 형태미와 경관 및 장식미를 정량적으로 분류하고자 한다. 둘째, 교량의 분류를 통해 양국 교량 양식의 특징과 함께 공통점과 차이점을 추출하고, 그 원인을 물리적 환경이나 문화적 배경 속에서 살펴보고자 한다. 이는 한중 양국 교량의 축조기술과 미학에 대한 상호간 연구에 기여할 것이다. 본 연구의 조사 결과를 보면 첫째, 재료 면에서 한국과 중국 궁궐 정원의 교량은 석재를 위주로 하지만 중국 궁궐의 교량은 목재 또한 운용에 중점을 두고 있다. 둘째, 형태의 면에서 한국과 중국의 궁궐 정원의 교량은 모두 형교를 위주로 한다. 그러나 구체적인 형태, 비율, 형교의 양식, 홍교의 공수 등에 있어서는 차이가 크다. 셋째, 연결 방식의 대부분은 중교형을 위주로 한다. 주변 경관과의 융합을 중시한다. 수면의 면적과 위치의 차이 때문에 한국 궁궐 내 교량은 주변 건물과 식생을 융합하고, 중국 궁궐 내 교량은 수경의 조화에 더 치중한다. 넷째, 장식은 한국과 중국의 궁궐 교량이 모두 교량의 예술성과 미관성을 중시한다. 문화적 특성으로 인해서 같은 유형의 장식이 스타일에 차이점이 있다.

• 한국감성과학회:학술대회논문집
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• 한국감성과학회 2000년도 춘계 학술대회 및 국제 감성공학 심포지움 논문집 Proceeding of the 2000 Spring Conference of KOSES and International Sensibility Ergonomics Symposium
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• pp.218-223
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• 2000

In the last years by the recognition and social capital maintenance of join local people of importance of bridge scenery and design we have get new business, and we have real understood the reflection which be given to the users sensitivity engineering science. We make as object the bridge and subject the design and with questionnaire we make an examine. we made verification of each different judgment. we applied the social capital maintenance into the sensitivity engineering science and discuss about how we can tie the design.

• Wind and Structures
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• 제23권5호
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• pp.405-420
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• 2016

Section model wind tunnel test is currently the main technique to investigate the flutter performance of long-span bridges. Further study about applying the wind tunnel test results to the aerodynamic optimization is still needed. Systematical parameters and test principle of the bridge section model are determined by using three long-span steel truss suspension bridges. The flutter critical wind at different attack angles is obtained through section model flutter test. Under the most unfavorable working condition, tests to investigate the effects that upper central stabilized plate, lower central stabilized plate and horizontal stabilized plate have on the flutter performance of the main beam were conducted. According to the test results, the optimal aerodynamic measure was chosen to meet the requirements of the bridge wind resistance in consideration of safety, economy and aesthetics. At last the credibility of the results is confirmed by full bridge aerodynamic elastic model test. That the flutter reduced wind speed of long-span steel truss suspension bridges stays approximately between 4 to 5 is concluded as a reference for the investigation of the flutter performance of future similar steel truss girder suspension bridges.

• 한국산업융합학회 논문집
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• 제13권3호
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• pp.161-168
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• 2010

Recently, bridges have been momenttous as not only regarding function but also concerning aesthetics. However, when beauty is considered in the bridge, it is also essential that stability and economics be considered. Besides, when considering stability, an arch bridge is one of the most stable structures. The most important element is a rise ratio when regarding beauty and economics of arch bridges. The effect of dead load and DB24 load have been considered to decide proper rise ratio. Therefore, in this study, examined the value of moment, displacement and member forces, in the variation of the rise ratio of arch bridges. The most optimum shape of Nielsen arch bridges has determined by analyzing member forces, moments and displacement with parameters of rise ratio and angle of vertical members. By comparison between values, the hanger types have been also considered to derive the optimum shape of Nielsen arch bridge.

• 한국전산구조공학회논문집
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• 제23권4호
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• pp.379-386
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• 2010

개념적 설계단계에서 교량형태를 자유롭게 생성하는 것이 매우 중요하다. 그러나 공학적 설계자의 입장에서는 다양한 형태를 상상하기 보다는 힘의 전달방식에 따른 구조시스템의 종류를 우선적으로 생각하게 된다. 이 연구에서는 교량형태를 기하학적 측면에서 새롭게 살펴봄으로써 기존의 공학적 접근법에서 막혔던 상상력의 한계를 확장시키고자 한다. 우선적으로 기존교량의 형태를 기하학적으로 분석하고, 기하학적 특징이 뚜렷한 교량형태에 대해서는 이 연구에서 제시하는 기하학적 접근법을 이용해서 생성해본다. 이 연구의 초점은 새로운 구조물 형태생성의 기하학적 원리를 개발하는 것이 아니라, 기존의 정립된 기하학적 원리를 이용하여 다양한 설계대안을 생성하는 접근법을 제시하고자 한다.

• Structural Engineering and Mechanics
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• 제11권1호
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• pp.35-48
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• 2001

The objective of this study is to investigate the stability behavior of steel cable-stayed bridges by comparing the buckling loads obtained by means of finite element methods with eigen-solver. In recent days, cable-stayed bridges dramatically attract engineers' attention due to their structural characteristics and aesthetics. They require a number of design parameters and present a high degree of static indetermination, especially for long span bridges. Cable-stayed bridges exhibit several nonlinear behaviors concurrently under normal design loads due to the individual nonlinearity of substructures such as the pylons, stay cables, and bridge deck, and their interactions. The geometric nonlinearities arise mainly from large displacements of cables. Strong axial and lateral forces acting on the bridge deck and pylons cause structural nonlinear behaviors. The interaction is among the substructures. In this paper, a typical three-span steel cable-stayed bridge with a variety of design parameters has been investigated. The numerical results indicate that the design parameters such as the ratio of $L_1/L$ and $I_p/I_b$ are important for the structural behavior, where $L_1$ is the main span length, L is the total span length of the bridge, $I_p$ is the moment of inertia of the pylon, and $I_b$ is the moment of inertia of the bridge deck. When the ratio $I_p/I_b$ increases, the critical load decreases due to the lack of interaction among substructures. Cable arrangements and the height of pylon are another important factors for this type of bridge in buckling analysis. According to numerical results, the bridges supported by a pylon with harp-type cable arrangement have higher critical loads than the bridges supported by a pylon with fan-type cable arrangement. On contrary, the shape of the pylon does not significantly affect the critical load of this type of bridge. All numerical results have been non-dimensionalized and presented in both tabular and graphical forms.

• 한국환경과학회지
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• 제16권5호
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• pp.649-655
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• 2007

This study was focused on estimating instream flow, and its optimal alternative for securing the required total amount of instream flow was also researched in order to restore ecosystems and riverine aesthetics of the Mugeo Stream. the first tributary of the Taewha River flowing through the center of Ulsan. In this study the hydraulic and hydrologic conditions and water quality were investigated at specific channel reaches and representative stations of the Mugeo Stream to determine a proper estimate of instream flow. And riverine functions, such as the minimum flow, water duality conservation, fish habitat, and recreation, were considered to restore the environmental functions of the stream, As a result, the total amount of $11,500m^3/day$ was set as the target instream flow for the Mugeo Stream. It was chosen as the optimal alternative for securing the total external supply of $10,000m^3/day$ which have to be transfered from the riverbed flow diverted through the Taewha Main river at upstream of Samho bridge. The water duality throughout the Mugeo Stream channels will be improved considerably to 3-4 mg/l of BOD standard if the target instream flow is supplied and sewage is intercepted by the sanitary sewage system.