• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.10-13
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• 2011

내진설계의 기본 개념은 보를 기둥보다 약하게 설계하여 보에 소성힌지를 발생시켜 구조물 전체의 큰 변형을 방지하는 것이다. ACI 352R-02에서는 지역의 지진특성에 따라서 접합부의 상세 설계법을 구분하여 적용한다. 하지만 보와 접합부의 내력 차이가 상대적으로 작게 설계된 구조물의 경우 탄성 범위를 유지해야 하는 경우의 접합부에도 파괴가 발생할 가능성이 있다. 횡하중이 작용할 때 접합부 내부는 전단력의 지배를 받게 되고, 전단내력과 부착내력에 따라서 파괴모드가 결정된다. 본 논문에서는 양방향 반복하중이 작용하는 10개의 보-기둥 접합부를 통해서 접합부와 인접보의 전단내력 차이에 따라서 발생하는 파괴모드를 관찰하고 접합부 내의 전단내력 및 부착내력의 감소로 인해 발생하는 부재의 연성에 대해서 관찰하였다.

• Journal of the Korean Wood Science and Technology
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• v.37 no.6
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• pp.524-530
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• 2009

In the post-beam structure, the infilled light-frame construction provides most shear strengths. Shear properties of the light-frame structure can be estimated from the shear properties of nailed connection for the sheathings, and those of nailed connections can be done from nail bending strengths. For the basic study to predict the yield strength and the slip modulus of a nailed sheathing shear wall, those of a nailed joint were examined from nail bending strengths. To estimate shear properties of a nailed connection, referenced bearing strength and bearing constant for the wood members and the experimental nail bending strengths of the helically threaded nail were applied. The yield strength using the diameter at grooves instead of shank diameter was well coincided with the experimental value, but the slip modulus was estimated much smaller. The effective factors, specific gravity for the main member, withdrawal by nail head diameter to the side member, and embedment and moment at the nail head were considered, and further examinations are needed for the precise prediction of the nailed connections.

• Journal of Korean Society of Steel Construction
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• v.9 no.3 s.32
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• pp.391-400
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• 1997

The objective of this paper is to suggest formula of Concrete Filled Tube Beam-Column members maximum strength by using of numerical analysis and tests. The numerical analysis results are compared with test results for evaluating numerical analysis method. The formula of Limit State Design of Architectural Institute of KOREA is used for basic form of suggestion formula. In order to suggest formula, two methods are used. One is to use the coefficient, and the other is to use the amplified factor of material strength. The formula by two methods are compared with numerical analysis results.

• Journal of the Korea Concrete Institute
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• v.14 no.3
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• pp.321-330
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• 2002

This paper presents the experimental results of composite basement wall in which H-pile and reinforced concrete wall are combined using shear connector Twelve specimens are tested to evaluate the shear capacity of the wall. Main variables in the test are composite ratio, distribution of shear connector, thickness of wall, shear-span ratio, and shear reinforcement. Test results indicate that the shear capacity of test specimens varies with the foregoing variables except the composite ratio. The results are compared with strengths predicted using the equations of ACI 318-99, Zsutty, and Bazant. Based on this investigation, a method for predicting the shear strength of composite basement walls is proposed.

• Proceedings of the KIEE Conference
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• 2003.07d
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• pp.2402-2404
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• 2003

다중 로봇 시스템에는 multiple arms, 다족 보행, 다중 손 등이 있다. 이러한 시스템들은 여러 개의 부속체인 로봇들이 물체를 파지하는 특징을 지닌다. 그러나 이러한 적용분야에서 물체를 파지하는 내력에 대한 개념은 각각 다르게 해석되어져 왔음을 살펴볼 수 있다. 본 논문에서는 내력은 로봇 말단에서의 움직임에는 영향을 주지 않지만, 정적 평형을 이루며 내부적으로 작용하는 힘과 모멘트라고 정의 하였고, 이러한 개념이 현존하는 다중 로봇 시스템에 일반적으로 적용할 수 있음을 제시한다. 또한 최소 놈 해에 있어서 내력이 존재하지 않는 조건과, 내력을 구성하는 기저를 밝혔고, 다양한 다중 로봇 시스템의 내력 해석에 사용할 수 있음을 제시하였다.

• 방재와보험
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• s.114
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• pp.54-57
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• 2006

각종 건축물에 사용되는 칸막이가 적합하고 올바르게 설치되었을 때 건물 내 거주자는 안전하게 생활할 수 있을 것이다. 때문에 많은 칸막이 제조업체들은 칸막이 설계에 대한 광범위한 연구개발을 수행하고 있다. 유럽에서는 '비내력 벽체로 사용하기 위한 내부 칸막이 용구' 로 정의되는 내화 비내력 칸막이에 대해 알아본다.

• Journal of Korean Society of Steel Construction
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• v.14 no.2
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• pp.311-318
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• 2002

This paper described the ultimate strength and deformation limit of welded T-joints in cold-formed square hollow sections. Previous studies showed that the strength of a T-joint still increases with increasing deformations at a ratio of branch width to chord width (${\beta}$) of below 0.8. Therefore, the strength at a certain deformation (chord flange indentation) limit can be regarded as the ultimate strength of a T-joint. The chord flange failure modes were investigated for the ratio of branch width to chord width (${\beta}$) and the ratio of chord width to chord web thickness (B/T). Experimental results including tests done by Kato proposed a deformation limit of 3%B for $16.7{\leq}B/T{\leq}41.6$ and $0.27{\leq}{\beta}{\leq}0.8$. The strength formula of CIDECT and other researchers were compared with the test results. Finally, the strength formula based on yield-line theory was proposed.

• Journal of Korean Society of Steel Construction
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• v.14 no.3
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• pp.403-411
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• 2002

This paper described the ultimate strength and deformation limit of welded T-joints in cold-formed square hollow sections. Previous studies showed that the T-joint has an obvious peak load. with the failure mode of chord-web buckling at a ratio of branch width to chord width ($\beta$) of above 0.8. Similar to a T-joint with chord-flange failure mode, the strength at a certain deformation limit can be regarded as the ultimate strength of a T-joint Based on the experimental results including tests done by Kato and Zhao, the deformation limit was proposed as 3%B for $10.7{\leq}2{\gamma}(B/T){\leq}42.3$ and $0.8{\leq}{\beta}{\leq}1.0$. The strength formula of CIDECT and those of other researchers were also compared with the test results. Finally, the strength formula based on the column buckling was proposed.

• Journal of Korean Society of Steel Construction
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• v.11 no.2 s.39
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• pp.233-240
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• 1999

It is well known that the ultimate compressive strength of concrete filled tubular stub-column is higher than that of the simplified evaluating value because of the confinement effect of infilled concrete. In this paper, It is compared the experimental results of other researchers with estimated ones by using the formulae. Finally, It is shown that the predicted equation is obtained by using the numerical analysis.

• Journal of Korean Society of Steel Construction
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• v.11 no.1 s.38
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• pp.89-98
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• 1999

The objective of this paper is to investigate the structural behavior of concrete filled steel tubular columns subjected to eccentric load. With experiment and analytical study, the buckling behavior of columns is investigated and compared with each other to the view of main parameters. Appling foreign standards in the experimental results, we suggested new strength formula of concrete-filled steel tubular columns. The parameters are slenderness, eccentric ratio, and concrete filled or not. The experiment are carried out by simple loading.