• 콘크리트학회논문집
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• 제28권3호
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• pp.257-265
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• 2016

철근콘크리트 깊은 보의 파괴거동은 전단경간비, 휨철근비, 하중점과 지지점의 조건, 그리고 사용재료의 성질 등의 여러 변수간의 복합적인 역학관계로 인해 매우 복잡하다. 이 논문에서는 철근콘크리트 깊은 보의 파괴거동 특성을 합리적인 방법으로 반영하여 전단경간비가 3 이하인 철근콘크리트 보의 설계를 수행할 수 있는 두 종류의 단순 1차 부정정 스트럿-타이 모델을 제안하였다. 또한 1차 부정정 스트럿-타이 모델을 정정 스트럿-타이 모델로 변환시켜 현행 스트럿-타이 모델 설계기준에 의한 철근콘크리트 깊은 보의 설계를 가능하게 하는 부정정 스트럿-타이 모델의 하중분배율을 제안하였다. 하중분배율 결정 시 철근콘크리트 보의 강도 및 거동에 영향을 미치는 전단경간비, 휨철근비, 콘크리트의 압축강도 등의 영향을 반영하였다. 이 논문의 동반논문에서는 여러 현행 설계기준의 방법들과 이 연구에서 제안한 스트럿-타이 모델 및 하중분배율을 이용하여 파괴실험이 수행된 전단경간비가 3 이하인 다양한 종류의 335개 철근콘크리트 보의 강도를 평가하고, 이 연구에서 제안한 스트럿-타이 모델 및 하중분배율의 타당성을 검증하였다.

• 한국지반환경공학회 논문집
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• 제7권5호
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• pp.57-66
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• 2006

본 연구에서는 모래다짐말뚝(SCP) 및 쇄석다짐말뚝(GCP)으로 개량된 복합 지반의 응력 분담비, 말뚝 및 지반의 변형형태를 파악하기 위하여 말뚝의 치환율(20%, 40%, 60%)을 변화시키면서 연성재하 원심모형실험을 수행하였다. 실험결과, 동일 치환율에서 쇄석 다짐말뚝에 작용하는 응력이 모래다짐말뚝에 작용하는 응력보다 크게 나타났다. 치환율 40%에서 쇄석다짐말뚝으로 개량된 연약점토지반의 평균 응력분담비가 모래다짐말뚝을 설치한 경우보다 약간 크게 나타났다. GCP는 팽창파괴가 발생되었으며, SCP는 팽창 및 전단파괴가 동시에 발생함을 확인할 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.403-408
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• 2003

The objective of this study is to understand the variables affected the confinement for the transverse reinforcement of the reinforced concrete structural walls with the T-shaped cross section subjected to cyclic lateral loads. The structural performance of T-shaped walls was advanced by the transverse reinforcement which restrained the concrete subjected to compressive stress. If the arrangement of transverse reinforcement was not suitable for the confinement, T-shaped walls happened the brittle failure by web crushing or bucking of vertical reinforcement at the compression zone. It is necessary to confine transverse reinforcement in order to prevent the these failure. But the location of neutral axis and the magnitude of ultimate strain vary according to the section shape, a ratio of axial load, a ratio of wall cross sectional area to the floor-plan area, an aspect ratio and the reinforcement ratio. Therefore, the objective of this research is to grasp the location of neutral axis and the range which needs for the confinement of transverse reinforcement through the results of the sectional analysis which varies the ratio of axial load and the ratio of vertical reinforcement.

• Steel and Composite Structures
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• 제25권5호
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• pp.603-615
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• 2017

This experimental research presents the seismic performance of steel reinforced high-strength concrete (SRHC) short columns. Eleven SRHC column specimens were tested under simulated earthquake loading conditions, including six short column specimens and five normal column specimens. The parameters studied included the axial load level, stirrup details and shear span ratio. The failure modes, critical region length, energy dissipation capacity and deformation capacity, stiffness and strength degradation and shear displacement of SRHC short columns were analyzed in detail. The effects of the parameters on seismic performance were discussed. The test results showed that SRHC short columns exhibited shear-flexure failure characteristics. The critical region length of SRHC short columns could be taken as the whole column height, regardless of axial load level. In comparison to SRHC normal columns, SRHC short columns had weaker energy dissipation capacity and deformation capacity, and experienced faster stiffness degradation and strength degradation. The decrease in energy dissipation and deformation capacity due to the decreasing shear span ratio was more serious when the axial load level was higher. However, SRHC short columns confined by multiple stirrups might possess good seismic behavior with enough deformation capacity (ultimate drift ratio ${\geq}2.5%$), even though a relative large axial load ratio (= 0.38) and relative small structural steel ratio (= 3.58%) were used, and were suitable to be used in tall buildings in earthquake regions.

• Steel and Composite Structures
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• 제11권6호
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• pp.469-488
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• 2011

This paper consists of two parts; the first part describes the laboratory work concerning the behavior of lightweight aggregate concrete filled steel tubes (LACFT). Based on eccentricity tests, fifty-four specimens with different slenderness ratios (L/D= 3, 7, and 14) were tested. The main parameters varied in the test are: load eccentricity; steel ratio; and slenderness ratio. The standard load-strain curves of LACFT columns under eccentric loading were summarized and significant parameters affecting LACFT column's bearing capacity, failure mechanism and failure mode such as confinement effect and bond strength were all studied and analyzed through the comparison with predicted strength of concrete filled steel tube columns (CFT) using the existing codes such as AISC-LRFD (1999), CHN DBJ 13-51-2003 (2003) and CHN CECS 28:90 (1990). The second part of this paper presents the results of parametric study and introduces a practical and accurate method for determination of the maximum compressive strength of confined concrete core ($f_{max}$), In addition to, the study of the effect of aspect-ratio and length-width ratio on the yield stress of steel tubes ( $f_{sy}$) under biaxial state of stress in CFT columns and the effect of these two factors on the ultimate load carrying capacity of axially loaded CFT/LACFT columns.

• 한국지반공학회논문집
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• 제22권4호
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• pp.21-30
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• 2006

본 연구에서는 조립질 말뚝으로 개량된 점토지반의 지지력, 응력분담비, 말뚝 및 지반의 변형형태를 파악하기 위하여 말뚝의 종류(CSCP, SCP)와 치환율(0, 20, 40, 60%)을 변화시키면서 원심모형실험을 수행하였다. 실험결과, CSCP와 SCP로 개량된 지반의 하중비는 치환율이 증가함에 따라 비례적으로 증가하였고, CSCP로 개량된 지반의 평균 지지력비가 SCP로 개량한 경우보다 $8{\sim}21%$ 정도 크게 평가되었다. CSCP로 개량된 지반의 평균 응력분담비가 SCP보다 크게 나타나 CSCP가 더 큰 응력을 부담하는 것으로 평가되었다. CSCP로 보강된 지반에서는 팽창파괴가 발생하였고, SCP로 보강된 지반에서는 팽창 및 전단파괴가 동시에 발생하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2002년도 추계학술대회논문집
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• pp.422-427
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• 2002

This paper focuses on the formulation and validation of an automatic strategy for the selection of the locations and directions of strain gauges to capture at best the modal response of a blade in a series of modes. These locations and directions are selected to render the strain measurements as robust as possible with respect to random mispositioning of the gauges and gauge failures. The approach relies on the evaluation of the signal-to-noise ratios of the gauge measurements from finite element strain data and includes the effects of gauge size. A genetic algorithm is used to find the strain gauge locations-directions that lead to the largest possible value of the smallest modal strain signal-to-noise ratio, in the absence of gauge failure, or of its expected value when gauge failure is possible. A fan blade is used to exemplify the applicability of the proposed methodology and to demonstrate the effects of the essential parameters of the problem, i.e. the mispositioning level, the probability of gauge failure, and the number of gauges.

• 대한토목학회논문집
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• 제14권5호
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• pp.1219-1227
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• 1994

앵커의 극한인발력을 결정하기 위해서는 인발에 의한 지반의 파괴기구를 정확하게 알아야 한다. 그러나 앵커의 인발저항에 영향을 끼치는 요소 중에서 묻힘비에 따른 파괴기구의 변화에 대한 기존의 연구가 미흡한 실정이다. 본 연구에서는 판앵커의 수직인발시 묻힘비에 따른 파괴가구의 변화를 보다 명확히 관찰하고, 지존의 극한인발력 산정식의 적용성을 판단하기 위하여 탄소봉으로 조성된 평면변행률상태의 지반에서 모형실험을 실시하였다. 그 결과로서, 얕은앵커상태와 깊은앵커상태일 때의 지반의 파괴특성을 명확히 구분할 수 있었으며, 깊은앵커의 극한인발력의 산정에 앞서 얕은앵커의 해석이 선행되어야 한다는 것이 증명되었다.

• 한국소음진동공학회논문집
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• 제14권8호
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• pp.757-766
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• 2004

This paper focuses on the formulation and validation of an automatic strategy to select the optimal location and direction of strain gauges for the measurement of the modal response. These locations and directions are important to render the strain measurements as robust as possible when a random mispositioning of the gauges and gauge failures are expected. The approach relies on the evaluation of the signal-to-noise ratios of the gauge measurements from strain data of finite element. The multi-step optimization strategy including genetic algorithm is used to find the strain gauge locations-directions that maximize the smallest modal strain signal-to-noise ratio in the absence of gauge failure or its expected value when gauge failure is possible. A flat Plate is used to prove the applicability of the proposed methodology and to demonstrate the effects of the essential parameters of the problem such as the mispositioning level, the probability of gauge failure, and the number of gauges.

• 한국지진공학회논문집
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• 제27권2호
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• pp.101-109
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• 2023

Steel brace strengthening is the most popular seismic rehabilitation method for school buildings. This is because the design can be conducted by using relatively easy nonlinear pushover analysis and standard modeling in codes. An issue with steel brace strengthening is that the reinforced building should behave elastically to satisfy performance objectives. For this, the size of steel braces should be highly increased, which results in excessive strengthening cost by force concentration on existing members and foundations due to the considerable stiffness and strength of the steel braces. The main reason may be the brittle failure mode of columns, so this study investigated the relationship between the efficiency of steel brace strengthening and column failure modes. The result showed that the efficiency is highly dependent on the shear capacity ratio of columns and structural analysis methods. School buildings reinforced by steel braces do not need to behave elastically when the shear capacity ratio is low, and pushover analysis is used, which means reducing steel material is possible.