• Magazine of korean Tunnelling and Underground Space Association
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• v.7 no.2
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• pp.77-78
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• 2005

• Geotechnical Engineering
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• v.21 no.2
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• pp.21-30
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• 2005

• Journal of the Korea Construction Safety Engineering Association
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• v.2 no.3 s.5
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• pp.54-61
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• 1992

• KSCE Journal of Civil and Environmental Engineering Research
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• v.11 no.4
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• pp.67-79
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• 1991

Geomrtric nonlinearity of axially and laterally loaded reinforced concrete slender columns has been generally considered by use of second order analysis such as $P-{\Delta}$ method. Complex procedure in second order analysis may not be a difficult problem with computer aid, however it has been seldom used in design offices because of the need of carefully decided input data. In lieu of second order analyses, the Korean and the American concrete codes have adopted the moment magnifier method. It is known, however, that this method results in too conservative design in some cases. Accuracy of the moment magnifier method to the experimentally obtained data has been reviewed and an improved method has been proposed for better result.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.6D
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• pp.793-801
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• 2011

Existing specifications of road pavement require contractors to meet only materials and construction conditions regardless of pavement life. There are limitation of developing road pavement technology and possibility causing dispute between ordering organization and contractor with this type of specification. Research efforts to introduce performance warranty contracting are in progress in the field of road pavement to improve the problems. The performance warranty contracting gives the contractors opportunity to select materials and construction methods as they like. But they should satisfy a certain level of performance during a given period. The performance indicator and threshold value of pavement which are main elements of the warranty specification should be defined first to introduce the performance warranty contracting successfully. In this study, the performance indicator, threshold value, and warranty duration of asphalt pavement were investigated by reviewing literatures on performance warranty contracting of some states of the US. Major distresses influencing the performance of the asphalt pavement were investigated at 24 national expressway lines and national highway lines in 16 regions, and the data were analyzed to be compared to the cases of the US. Development of rational performance warranty specification for domestic asphalt pavement is expected based on the research results.

• Journal of Korean Tunnelling and Underground Space Association
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• v.17 no.4
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• pp.415-428
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• 2015

With increase of the extension of long tunnels and urban tunnelling, demands on the new tunnelling technologies are raised. Currently, drilling and blasting tunnel construction method is mostly used, however, because of sever blast vibration for some occasions, complaints from local residents and rock damages are inevitable. Accordingly, TBM tunnelling is more efficient and effective for such conditions. Nevertheless, tunnel construction costs of TBM cannot compete that of the drill and blasting method in Korea. To overcome such limitations, various TBM equipments and construction technologies are required. In addition, continuous revision of the design standard and specification are required. In this study, a detailed explanation regarding the revised version of TBM section in the tunnel standard specification at 2015 is shown.

• Proceedings of the KSR Conference
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• 2004.06a
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• pp.1114-1117
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• 2004

Application of information technology for the construction area has been processed actively with the development of information technology. In this study, a framework of the Construction Specification IETM(Interactive Electronic Technical Manual) was suggested through the analysis of the Department of Defense(DoD)'s standards and the trend of techniques related to the IETM. As the Framework, the DFD(Data Flow Diagram) of the construction specification IETM's organizing and using procedure was suggested. And a Model of construction specification IETM was organized on the basis of DFD. Finally, a scenario was constructed by the pilot system which is based on the model. The application of the construction specification IETM would make efficient and effect task implementations possible. By that, in addition to the reduction of the cost and time, the quality enhancement from information missing protect effectiveness could be expected.

• Magazine of the Korea Concrete Institute
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• v.14 no.1
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• pp.10-14
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• 2002

1986년부터 1994년까지 진행된 우루과이라운드 협상의 결과로 1995년에 WTO(World Trade Organization：세계무역기구)가 설립되었다. 2001년 총 140여 개 국을 두고, 세계 무역의 총 90%를 차지하는 WTO의 출범으로 세계 경제는 무한 경쟁 시대를 맞이하게 되었으며 특히, 건설 분야에서는 대형 외국 건설 기업들이 후진국 건설 과제의 확보를 위하여 WTO에서 작성한 '건설자유경쟁사항'을 제시하였다. 또한 현재 각 국가별 공업 규격을 조정ㆍ통일하고, 물자와 서비스의 국제적 교류를 유도하며, 지적, 과학적, 경제적 활동 분야에서 세계 상호간의 협력을 증진하는 ISO(International Standardizing Organization)규정에 의해 많은 나라들은 자국의 이익을 보존하며, 나아가 국가간의 경쟁에서 낙오되지 않기 위한 발빠른 대응책을 마련하고 있는 실정이다. 일례로 유럽 국가들은 그 지역에 적합한 건설 시방서를 작성하기 시작하여 최근에는 EC2(European Code 2)를 출판한 실정이고, 아시아에서는 ACMC(Asian Concrete Model Code：아시아 콘크리트 모델 시방서)를 1990년도 초반부터 연구 작성하기 시작하였다.(중략)

• Proceedings of the Korean Institute of Building Construction Conference
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• 2009.05b
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• pp.195-198
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• 2009

In this paper, regulation for form work in standard specification among Korea and foreign countries are studied and compared. Within the scope of this paper, regulation regarding fabrication of form and form removal are mainly focused on. Standard specification prescribed by construction temporary equipment association provides detailed regulations and well arranged. ACI 347-04, CEB-FIP and BS EN 13670 had different style and scope compared to domestic specification. Especially, regulation for form removal in ACI prescribed in terms of minimum period.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.05a
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• pp.121-123
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• 2013

Research on the "Modernized Korean traditional housing" (Hanok) has been actively studied in succeeding to Korean traditional housing and providing the public with housing that required for modernized life style. The purpose of this study is to classify work sections for Hanok specifications. This paper analyzed the concepts and characteristics of existing specifications. It was found that the absence of standard classifications is one of the causes of missing work items and mixed scopes. Also, the contents of carpentry works have low level of details. Therefore, Hanok specifications, in this study, are required to have upper level standards and to encompass traditional and new construction methods. Further research will develop standard classifications, standard codes, and automated systems of Hanok specifications for improving quality and effectiveness.