• Title/Summary/Keyword: building technology

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A Development direction of the building structural system based on the 3D virtual construction (3차원 가상건설기반 건축구조시스템의 개발방향)

  • Shin, Tae-Song;Cho, Young-Sang;Cheon, Jin-Ho
    • Proceedings of the Computational Structural Engineering Institute Conference
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    • 2007.04a
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    • pp.346-351
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    • 2007
  • As the construction technology is rapidly advancing internationally, the necessity of virtual construction technology development is drastically demanded in the construction industry together with a fusion technology with information technology(IT). The construction technology will be changed as the paradigm of construction technology in the future. The establishment of building structural system in the virtual construction basis is necessary for the integration of construction process, and it will be expected to produce the effect of reduction of construction period and quality improvement through the environment of integration. This study is to present the analysis of the existing process of structural design, the content of research & development as per the building structural system on virtual construction basis and the direction of research.

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BIM-Based New Construction Technology Database Using Parametric Modeling (파라메트릭 모델링을 활용한 BIM 기반 건설신기술 데이터베이스 구축)

  • Kim, Dain;Choi, Jaehyun;Lee, Jin Gang
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2023.11a
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    • pp.163-164
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    • 2023
  • The active promotion of construction technology application, aimed at cost reduction, construction time shortening, and performance enhancement during the implementation of Value Engineering (VE) in design, is underway. However, in the process of deriving VE ideas, it is common to simply reuse VE ideas from similar past construction projects, and the application of construction technology is often insufficient. Therefore, in this study, we intend to establish a database linking construction technology information with Building Information Modeling (BIM) models to activate the application of construction technology in the process of deriving VE ideas.

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Reviewing Countermeasures of Building Equipment Part Due to the Expansion of the Remodeling Project (리모델링사업 확대에 따른 설비분야의 대응방안에 관한 연구)

  • Lee, Chul-Goo
    • Journal of the Korean Society for Geothermal and Hydrothermal Energy
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    • v.10 no.2
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    • pp.1-6
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    • 2014
  • As Korea's economy is entering a period of gradual growth, rate of growth on the construction market is becoming slow like that in developed countries. Remodeling construction market will be gradually expanded due to change in the social environment and diversification of individual demand. This study aims to promote the status of building equipment field with corresponding strategies based on the current situation that the importance of building equipment field is emphasized. Although it is desirable that building equipment construction companies lead remodeling construction, the building equipment part of general construction companies take the important role may be a advisable way, because the technology of building equipment construction companies is a little insufficient. Though building equipment field has become more important, the number of credits and professor of the field is still small than other fields of architectural engineering. More practical curriculums are necessary to meet the expectation of companies. Mechanical part of building equipment construction does not have independent law otherwise the other parts of building equipment construction. Establishing the independent law is urgent to promote the remodeling construction technology.

Rectangle Region Based Stereo Matching for Building Reconstruction

  • Wang, Jing;Miyazaki, Toru;Koizumi, Hirokazu;Iwata, Makoto;Chong, Jong-Wha;Yagyu, Hiroyuki;Shimazu, Hideo;Ikenaga, Takeshi;Goto, Satoshi
    • Journal of Ubiquitous Convergence Technology
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    • v.1 no.1
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    • pp.9-17
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    • 2007
  • Feature based stereo matching is an effective way to perform 3D building reconstruction. However, in urban scene, the cluttered background and various building structures may interfere with the performance of building reconstruction. In this paper, we propose a novel method to robustly reconstruct buildings on the basis of rectangle regions. Firstly, we propose a multi-scale linear feature detector to obtain the salient line segments on the object contours. Secondly, candidate rectangle regions are extracted from the salient line segments based on their local information. Thirdly, stereo matching is performed with the list of matching line segments, which are boundary edges of the corresponding rectangles from the left and right image. Experimental results demonstrate that the proposed method can achieve better accuracy on the reconstructed result than pixel-level stereo matching.

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Field Investigation of Debris Flow Hazard Area on the Roadside and Evaluating Efficiency of Debris barrier

  • Lee, Jong Hyun;Lee, Jung Yub;Yoon, Sang Won;Oak, Young Suk;Kim, Jae Jeong;Kim, Seung Hyun
    • The Journal of Engineering Geology
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    • v.25 no.4
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    • pp.439-447
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    • 2015
  • In this study, specific sections vulnerable to debris flow damage were selected, and a complete enumeration survey was performed for the sections with debris flow hazards. Based on this, the characteristics of the sections with debris flow hazards and the current status of actions against debris flow were examined, and an efficient installation plan for a debris flow damage prevention method that is required in the future was suggested. The results indicated that in the Route 56 section where the residential density is relatively higher between the two model survey sections, facilities for debris flow damage reduction were insufficient compared to those in the Route 6 section which is a mountain area. It is thought that several sites require urgent preparation of a facility for debris flow damage reduction. In addition, a numerical analysis showed that for debris barriers installed as a debris flow damage prevention method, distributed installation of a number of small-scale barriers facilities within a valley part was more effective than single installation of a large-scale debris barrier at the lower part of a valley.

DEFORMED BUILDING DESIGN AND FABRICATION BASED ON THE PARAMETRIC TECHNOLOGY

  • Eonyong Kim;Jongjin Park;Hanjong Jun
    • International conference on construction engineering and project management
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    • 2009.05a
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    • pp.1107-1112
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    • 2009
  • To design and build a deformed building, new approaches and technologies are required, in which a design approach with parametric and generative technology is used for design and for building it, computer based fabrication technology. Even if parametric design technology is not a state of the art thing, the technology is still used widely, in order to effect the efficiency and furthermore it will continue to be innovated upon continuously. To cope with the limitation of it, the generative design system is developed. Deformed building design requires new methodology to overcome the limitations of conventional ways, which have difficulties to create enough design alternatives to explore satisfied design solutions order to deformed design have geometrical complexity and dramatically increased amount of data. Hence the generative design system can be a cutting edge methodology to solve it. However we should consider how to build the design in the real world. For this, the computer based fabrication technology which is used in mechanical industry is required to introduce to architecture and construction domain for efficiency. In this research, the methodology is modeled and tested with Bezier surface based shell structure.

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A study on the Applied Technology of a Case for Underground Structures Considering Downtown Site Conditions (도심지 여건을 고려한 지하구조물 공사사례의 시공기술요소에 관한 연구)

  • Lee, Il-Jae;Maeng, Eun-Ju;Son, Hyeok;Lee, Jong-I;Kim, Hyung-Wan
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2012.11a
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    • pp.189-192
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    • 2012
  • Underground structure construction in the downtown is very difficult despite the development of construction technology. We have been a lot of research in order to solve the problem, it was a remarkable achievement. But there are still many difficulties. This study is to analyze the construction technology to demolish the existing underground structures and to build new building applied topdown method at the same time. This technology was effective to suppress interference between the exsisting structure and new building. Therefore, this technology is expected to be able to be used in similar cases in the future.

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Application Examples of CFD at the Planning Stage of High-Rise Buildings

  • Hiroto, Kataoka;Yoshiyuki, Ono;Kota, Enoki;Yuichi, Tabata;Satoko, Kinashi
    • International Journal of High-Rise Buildings
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    • v.11 no.3
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    • pp.145-156
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    • 2022
  • Application examples of computational fluid dynamics (CFD) in the planning stage of high-rise buildings are introduced. First, we introduce examples of applications in the environmental field. The pedestrian wind environment was one of the earliest practical examples of CFD. CFD was also employed to validate the heat island mitigation measures proposed as part of the new construction plan. Second, application examples of wind-force evaluations are introduced. Prediction examples are presented for the peak wind pressure around a complex-shaped building and the wind force evaluation for a base-isolated building. The results prove that the results of the proper execution of CFD are equivalent to those of the wind tunnel experiment. As examples of CFD applications of other issues related to high-rise building planning, we introduce snow accretion on outer walls and high-temperature exhaust from emergency generators. Finally, the future prospects for the use of CFD are discussed.

The capacity loss of a RCC building under mainshock-aftershock seismic sequences

  • Zhai, Chang-Hai;Zheng, Zhi;Li, Shuang;Pan, Xiaolan
    • Earthquakes and Structures
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    • v.15 no.3
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    • pp.295-306
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    • 2018
  • Reinforced concrete containment (RCC) building has long been considered as the last barrier for keeping the radiation from leaking into the environment. It is important to quantify the performance of these structures and facilities considering extreme conditions. However, the preceding research on evaluating nuclear power plant (NPP) structures, particularly considering mainshock-aftershock seismic sequences, is deficient. Therefore, this manuscript serves to investigate the seismic fragility of a typical RCC building subjected to mainshock-aftershock seismic sequences. The implementation of the fragility assessment has been performed based on the incremental dynamic analysis (IDA) method. A lumped mass RCC model considering the tri-linear skeleton curve and the maximum point-oriented hysteretic rule is employed for IDA analyses. The results indicate that the seismic capacity of the RCC building would be overestimated without taking into account the mainshock-aftershock effects. It is also found that the seismic capacity of the RCC building decreases with the increase of the relative intensity of aftershock ground motions to mainshock ground motions. In addition, the effects of artificial mainshock-aftershock ground motions generated from the repeated and randomized approaches and the polarity of the aftershock with respect to the mainshock on the evaluation of the RCC are also researched, respectively.