• Proceedings of the Korean Geotechical Society Conference
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• 2007.09a
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• pp.657-664
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• 2007

• Proceedings of KOSOMES biannual meeting
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• 2017.11a
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• pp.31-31
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• 2017

• Proceedings of the Korean Society for Technology of Plasticity Conference
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• 2005.05a
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• pp.342-342
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• 2005

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 2004.08a
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• pp.1-6
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• 2004

• 한국가스학회:학술대회논문집
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• 2001.10a
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• pp.269-276
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• 2001

• 한국가스학회:학술대회논문집
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• 2000.09a
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• pp.101-109
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• 2000

• 한국가스학회:학술대회논문집
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• 2000.09a
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• pp.95-100
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• 2000

• Proceedings of the Korea Society of Design Studies Conference
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• 2001.10a
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• pp.28.1-28
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• 2001

• Smart Structures and Systems
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• v.17 no.4
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• pp.559-576
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• 2016

This study is intended to propose a precast bridge deck system, which has ribbed loop joints between the decks and lacks internal tendons to improve the workability of existing precast deck system. A composite bridge deck specimen was fabricated using the proposed precast deck system, and static and fatigue load tests were conducted to evaluate the structural behavior and the crack pattern of the deck. Leakage test of the deck joints was also conducted and finite element analysis was carried out to compare with the test results.

• International conference on construction engineering and project management
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• 2011.02a
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• pp.12-16
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• 2011

Building Information Modeling (BIM) is being widely spread in AEC industry worldwide and also in South Korea. Although the creation of digital model is better to be started at design stage, it can also improve the productivity of construction by simulating the actual construction process and environment. This paper presents application of BIM-based simulations related with design changes to transfer floors in 58-storey reinforced concrete office building. Transfer floor is not only a structurally important part of the building but also a challenging part of the actual construction in terms of sequence and period due to the complexity of the work. Preconstruction of rebar, mechanical, and plumbing is performed to review the construction drawings and to perform clash detection. Each item of application is evaluated for its effectiveness on actual construction and for the development potential.