• Computational Structural Engineering
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• v.27 no.4
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• pp.32-40
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• 2014

• Computational Structural Engineering
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• v.27 no.4
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• pp.7-19
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• 2014

• Journal of Korean Association for Spatial Structures
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• v.15 no.2
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• pp.4-14
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• 2015

• Journal of the Korea institute for structural maintenance and inspection
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• v.19 no.3
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• pp.48-54
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• 2015

In this study, we propose an innovative lateral force distribution building system between tall buildings by utilizing the difference of moment of inertia, resulting the reduction of lateral displacement and the lateral forces in terms of an alternative for the dense human and increased cost of lands in highly integrated city area. A successive collapse prevention means by providing additional bearing plate between connections is proposed. In addition to that, a more economical vibration reduction is expected due to the suggested tuned mass damper on the surface of spacial structure. In the considered verification examples, reduced drifts at the top location of the building systems are validated against static wind pressure loads and static earthquake loads. The suggested hybrid building system will improve the safety and reliability of the new or existing building system in terms of more than 30% reduced drift and vibration through the development of convergence of tall buildings and spatial structures.

• The Science & Technology
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• s.531
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• pp.70-73
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• 2013

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.04a
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• pp.322-330
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• 2010

초고층 건축물의 급속한 증가는 건축물 화재 시 고층에서 보다 빨리 피난할 수 있는 구조적 피난설비를 요구한다. 기존의 구조용 완강기나 구조대는 고층에서는 피난자의 공포감을 충분히 해소하기에 역 부족이었다. 이러한 문제점을 보완한 성능을 갖추어 동시에 다수의 피난자를 대피시킬 수 있는 새로운 피난기구가 요구되고 있다. 이에 고층에서도 동시에 여러 사람이 안전하고, 신속하게 피난층까지 무사히 대피가 가능한 유압식 피난기구를 고안하고, 개략 설계하게 되었다. 이 연구를 기초로 향후 상세설계를 마친 후 고층 건축물에 적용되어 안전한 피난기구가 되었으면 한다.

• Proceedings of the Korea Concrete Institute Conference
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• 1994.10a
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• pp.313-318
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• 1994

This paper present the application and Structural Behavior of Ultra-High Strength Concrete on Samsung Sin Dae-Bang Housing-Commercial Combined building with 28 story including 8 story basement in seoul. 70 MPa compressive strength has been placed for all 8 basement shear wall. 42 MPa design strength concrete was used for other basement and frame up to 10th floor which us used for commercial purposes

• Journal of the Korean Vacuum Society
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• v.4 no.3
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• pp.238-246
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• 1995

대기, 고진공, 초고진공 등 다양한 압력 조건에서 STS 합금 표면의 오염상태를 AES 측정을 통해 살펴보았다. 모든 환경에서 노출 초기에 많은 오염이 이루어지며, 시간이 증가함에 따라 오염 속도는 감소하지만 지속적인 오염이 이루어지는 것을 볼 수 있었다. 오염층의 구조는 표면 위에 산소, 그 위에 Co,그리고 그 위에 탄소가 놓여 있는 층별 구조 형태로 나타났다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.22 no.1
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• pp.72-80
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• 2018

Whilst it is common to construct high-rise buildings and long-span structures in the construction and building industry, there might be a number of problems such as excessive re-bars arrangement, deterioration of concrete quality, unnecessary quantity take-off and so forth. As these types of buildings and structures are getting more popular, it is widespread to apply high-strength materials such as high-strength concrete and re-bars to sustain durability and stability. This research aims to investigate the effectiveness of the high-strength reinforcing bars on the underground parking in a rigid-frame structure. In this study, the reinforcing bars with different yield strength were applied to corroborate the usefulness and practicability of the high-strength re-bars on the underground parking in a rigid-frame structure. The test results show that the quantity of reinforcement bars is lowered, as the yield strength of the re-bars are grown in general. However, the quantity of reinforcement bars on the development and splice has a tendency to increase slightly. Despite of the increase of the development and splice, the total quantity of reinforcing bars was reduced since the increasing ration of the pure quantity is higher than the development and splice. Base on the test results, it would be possible to achieve the reduction of reinforcing bars arrangement and lowering the amount of work to be done during a construction phase. Moreover, the reduced amount of bar arrangement will make it possible to improve workability and constructability of reinforced concrete structures. Ultimately, we will be able to attain improved quality and efficiency of construction using reinforced concrete.

• Journal of the Society of Disaster Information
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• v.20 no.1
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• pp.20-31
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• 2024

Purpose: Research and development of high-strength concrete enables high-rise buildings and reduces the self-weight of the structure by reducing the cross-section, thereby reducing the thickness of beams and slabs to build more floors. A large effective space can be secured and the amount of reinforcement and concrete used to designate the base surface can be reduced. Method: In terms of field construction and quality, the effect of reducing the occurrence of drying shrinkage can be confirmed by studying the combination of low water bonding ratio and minimizing bleeding on the concrete surface. Result: The ease of site construction was confirmed due to the high self-charging property due to the increased fluidity by using high-performance water reducing agents, and the advantage of shortening the time to remove the formwork by expressing the early strength of concrete was confirmed. These experimental results show that the field application of ultra-high-strength concrete with a design standard strength of 100 MPa or higher can be expanded in high-rise buildings. Through this study, we experimented and evaluated whether ultra-high-strength concrete with a strength of 130 MPa or higher, considering the applicability of high-rise buildings with more than 120 floors in Korea, could be applied in the field. Conclusion: This study found the optimal mixing ratio studied by various methods of indoor basic experiments to confirm the applicability of ultra-high strength, produced 130MPa ultra-high strength concrete at a ready-mixed concrete factory similar to the real size, and tested the applicability of concrete to the fluidity and strength expression and hydration heat.