• International Journal of Concrete Structures and Materials
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• v.3 no.2
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• pp.127-131
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• 2009

Strengthening and repair of concrete structures using externally bonded fiber reinforced polymer (FRP) composite sheets has been popular around the world during the last two decades. However, premature failure due to debonding of the FRP is one of the important issues still to be resolved. Numerous research studies have dealt with the debonding problem in terms of Effective Bond Length (EBL), however, determination of this length has not yet been completely assessed. This paper summarizes previous works on the EBL and proposes a new relationship of the EBL with the FRP stiffness based on the existing experimental data collected in this study.

• Geomechanics and Engineering
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• v.15 no.3
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• pp.911-917
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• 2018

This paper concerns a numerical investigation on the effect of construction sequence on three-arch (3-Arch) tunnel behavior. A three-arch tunnel section adopted in a railway tunnel construction site was considered in this study. A calibrated 3D finite element model was used to conduct a parametric study on a variety of construction scenarios. The results of analyses were examined in terms of tunnel and ground surface settlements, shotcrete lining stresses, loads and stresses developed in center column in relation to the tunnel construction sequence. In particular, the effect of the side tunnel construction sequence on the structural performance of the center structure was fully examined. The results indicated that the load, thus stress, in the center structure can be smaller when excavating two side tunnels from opposite direction than excavating in the same direction. Also revealed was that no face lagging distance between the two side tunnels impose less ground load to the center structure. Fundamental governing mechanism of three-arch tunnel behavior is also discussed based on the results.

• Architectural research
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• v.16 no.4
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• pp.131-137
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• 2014

Recently, the development of sustainable building assessment tools as means to invigorate the dissemination of sustainable buildings has been actively progressed. However, many assessment tools involve various problems in terms of assessment method and system framework, which greatly impede their credibility and applicability. If these problems persist over time, the role of sustainable building assessment tools as decision making measures during the design stage will be greatly limited. The objective of the study is to suggest a systematic model for sus- tainable building assessment tools by establishing a logical system of performance assessment framework. For this purpose, the Environmen- tal Impact Assessment(EIA) framework used in selected and modified to fit the building performance assessment. The analysis of performance assessment tools for sustainable buildings was conducted using the EIA framework. Based on the results of the analysis, a framework for the performance assessment of sustainable buildings was established.

• 한국태양에너지학회:학술대회논문집
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• 2012.03a
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• pp.299-304
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• 2012

In terms of plane structure, tower-type apartments have several disadvantages compared to flat-type apartments in the aspect of ventilation rate. Such disadvantages may not produce good indoor cooling effects with natural ventilation inside the heated apartments in hot summer days, so they may cause high energy consumption by an increase in cooling load. The purpose of this study is to investigate ways for improving the indoor thermal environment of tower-type apartments in summer by conducting quantitative evaluations of the airflow distribution in households.

• Journal of architectural history
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• v.25 no.4
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• pp.45-56
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• 2016

The purpose of this study is to clarify the historical background of the setting of seungdang(僧堂) and gowon (庫院) in the Zen Buddhist temples of Song dynasty, in terms of as a Buddhist temple universality and as a Zen temple specificity, through the historical reference investigation on its relevance to the Buddhist temples of Tang dynasty. In the Zen Buddhist temples of Song dynasty, the Zen meditation space of seungdang was located on the west side of Buddha hall, and the kitchen and officiating priest's living space of gowon was located on the east side of Buddha hall. Through the analysis of historical reference it was confirmed that, in the Buddhist temples of Tang dynasty, the Zen meditation section of seonwon(禪院) was on the west side, and the gowon was on the east side too. Therefore, it can be said that, the setting method of seungdang and gowon of the Zen Buddhist temples of Song dynasty was established above tradition of the Tang dynasty Buddhist temples.

• Journal of architectural history
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• v.19 no.4
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• pp.55-70
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• 2010

Although scholarly terminology should have clear meanings as signs, Korean pagoda terminology has become jargon and is creating difficulties in communicating meanings which are far from the originally intended meanings; this terminology is sometimes notated in dead language, meaning old Chinese characters, or Japanese styled Chinese characters. Nobody has asked questions on the terminology itself which has long been commonly used for a century, since the Japanese-ruling period. One of the main reasons for this error is that the Indian Buddhist scriptures in Sanskrit has been translated into Chinese with vague understanding of form and meaning of stupa since 3rd Century A.D. On the other hand, the English-language terminology, already built by Indology scholars since the beginning of the 20th century, consists of easier language and clearer meanings. This paper examines misunderstanding and mistranslation of the original Indian stupa terms and suggests new terminology in current, easier language.

• Journal of architectural history
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• v.19 no.4
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• pp.109-123
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• 2010

The main functions of a Buddhist temples are as a place for Buddhist services and a place for sermons and each ancient Buddhist temple was equipped with a main and separate building. After Zen Buddhism was first introduced, there was a tendency to change the terms to Buddhist sanctuary and altar, as set forth in the Zen Buddhism code of conduct called 'Cheonggyu(淸規)'. As such, it was thought that the division between Buddhist service space and preaching space were relatively firm until the Goryeo Dynasty. However in the period from the end of the Goryeo to the beginning of the Joseon Dynasty there was an increasing tendency of integration of the two buildings. It can be seen that, in cases where both buildings remained, statues of Buddha were enshrined in these buildings without any distinction. Eventually it is led to the tradition of duo-Buddhist sanctums.

• Journal of architectural history
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• v.23 no.6
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• pp.39-46
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• 2014

In this study, we evaluated the chemical and physical properties of structural steel, which is the most basic material for steel structures and reinforcement concrete structures in modern period. We theorized the technical data for the research of technical history of modern heritage structures by analyzing the product system and its quality control of structural steel used in modern historical heritages. The results of this study are as follow; first, the rounded bars were used in most of modern heritage structures. But in the case of Waegwan railroad bridge, the deformed bars were used in spit of not using in Japan after the great earthquake of Kantou. Second, the structural steel was good in terms of quality control, but It has brittle properties because it was not manufactured by heat treatment process.

• Journal of The Korea Institute of Healthcare Architecture
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• v.11 no.3
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• pp.41-49
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• 2005

The purpose of this study is to analysis of convenience facilities for disabled in the municipal buildings. The physically disabled based on comparative analysis of disabilities code in Korea. For this objective, the code and guideline were analysed, and based on the analysis the checklist was developed for field observation. Convenience facilities ought to consider various aspects like size, and spatial composition of facilities, safety factors. and the present conveniences facility regulation. The research was conducted for municipal buildings located in Jeonbuk province. The procedures for research was made to investigate the finding of architectural related code and faculty standards. The results of investigation should be complemented and clarified guidelines in terms of accessibility and convenience which in detail. If the disabled would be convenient to use municipal buildings facilities, there should be no difficulties. As a result, convenience facilities for disabled in the municipal buildings has been improved that the design concept for the disabled person in general architectural planning.

• Architectural research
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• v.1 no.1
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• pp.55-61
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• 1999

In reinforced concrete design, structural member sizes and amount of reinforcing steel areas are usually selected based on the structural designers' experience. Most existing charts provided for the design of reinforced concrete structural members were developed mainly based on force equilibrium conditions and some serviceability criteria. Sections selected from these charts may not result in an economic solution in terms of material costs as well as construction costs. Practical design aids are developed and suggested in this study for the economical design of reinforced concrete beam under flexural loading. With the beam width fixed, the depth of a beam, positive steel areas and negative steel areas are found from Khun-Tucker necessary conditions with Lagrangian multipliers to minimize the sectional cost of a beam. The developed design aids might be useful in selecting optimum reinforced concrete beam sections. Theoretical derivations and use of the developed design aids are described in this paper.