• 한국강구조학회 논문집
• /
• 제11권3호통권40호
• /
• pp.311-318
• /
• 1999

콘크리트충전 강관은 콘크리트와 강관의 합성작용으로 인한 내력의 증가와 우수한 변형능력 등의 많은 장점이 있으나 현장에서 강관에 콘크리트를 타설할 때 충전된 콘크리트의 충전성에 대한 신뢰도가 떨어질 수 있다. 본 연구에서는 콘크리트의 공장타설에 의한 콘크리트충전 각형강관기둥의 프리훼브화로 콘크리트의 충전성을 확보하기 위한 목적으로 현장에서의 기둥 이음방식을 용접과 고강도 무수축 모르터를 사용한 접합방법을 사용하여 이에 대한 실험을 하였다. 본 연구는 이러한 시공법을 선택할 경우 콘크리트를 미리 타설한 기둥과 기둥을 접합할 때 그 이음부의 역학적 특성을 파악하여 실제 현장에서 실시하고 있는 방법인 현장 타설방법과 동등한 능력을 발휘할 수 있는 지를 확인하고 그 방법에 대한 영향인자를 파악하고 분석하는 기초적 연구이다.

• 복합신소재구조학회 논문집
• /
• 제5권4호
• /
• pp.36-43
• /
• 2014

In this study, circular sectional concrete-filled tube(CFT) column-to-foundation connections were numerically investigated in order to improve their structural details. A inner reinforced specimen with high-tension bolts and inner deformed bars was adopted from a previous experimental study to make the numerical model. The validity of the numerical method was verified through comparing the experimental results with the analysis's ones. In order to optimize design variables about the inner reinforced model, a number of numerical analyses were conducted for various variables. Finally, this study suggested the optimum variables about the reinforced circular sectional CFT column-to-foundation connections.

• 건축역사연구
• /
• 제1권1호
• /
• pp.33-43
• /
• 1992

The purpose of this study is to investigate the transformation of openings installed on the partition wall between Daechung and Bang, through the case study on MyungRyunDangs of 19 HangGyos in Kyungbuk province. The way to carry out this study was to look through existing situations and to find out transformed traces of the openings in terms of their locations on several floor types. The transformation of the openings was analyzed chronologically into two cases of 'before 18C' and 'after 18C'. i) Before 18C ; the early type had double swing window on the front column spacing and single swing door on the rear, and the later type had swing door on the front column spacing and on openings on the rear. ii) After 18C; the earlist type was the same as the later type of 'before 18C', the next type had swing doors on both the front and the rear column spacing, and the last type had Sabunhap-swing door on the column spacing, iii) Through those transformations, the windows gradually replaced by the doors in the openings.

• Steel and Composite Structures
• /
• 제6권4호
• /
• pp.285-302
• /
• 2006

This paper describes the design and behaviour of cold-formed stainless steel slender circular hollow section columns. The columns were compressed between fixed ends at different column lengths. The investigation focused on large diameter-to-plate thickness (D/t) ratio ranged from 100 to 200. An accurate finite element model has been developed. The initial local and overall geometric imperfections have been included in the finite element model. The material nonlinearity of the cold-formed stainless steel sections was incorporated in the model. The column strengths, load-shortening curves as well as failure modes were predicted using the finite element model. The nonlinear finite element model was verified against test results. An extensive parametric study was carried out to study the effects of cross-section geometries on the strength and behaviour of stainless steel slender circular hollow section columns with large D/t ratio. The column strengths predicted from the parametric study were compared with the design strengths calculated using the American Specification, Australian/New Zealand Standard and European Code for cold-formed stainless steel structures. It is shown that the design strengths obtained using the Australian/New Zealand and European specifications are generally unconservative for the cold-formed stainless steel slender circular hollow section columns, while the American Specification is generally quite conservative. Therefore, design equation was proposed in this study.

• 한국화재소방학회논문지
• /
• 제23권3호
• /
• pp.31-39
• /
• 2009

최근 고층건물의 화재안전성에 대한 문제점이 사회적으로 부각되어지고 있으며, 이러한 고층 건물에 다수 사용되고 있는 CFT기둥 부재에 대한 내화성능을 정량적으로 평가하는 방법이나 기준들이 마련되지 않은 상황이다. 이에 본 연구에서는 고강도 콘크리트를 충전한 CFT 단주를 제작하여 내화실험을 실시하고, 화재시 내화성능평가 및 비정상온도분포해석을 이용한 해석을 수행하여 온도분포해석의 모델링을 제안할 수 있었다. 이것을 기초로 CFT Stub Column의 고온특성 평가결과를 활용하여 화재시 내화시간에 따른 CFT기둥의 잔존내력 예측식을 유도할 수 있었다.

• 대한후두음성언어의학회지
• /
• 제26권2호
• /
• pp.127-129
• /
• 2015

Background and Objectives : The etiology of globus pharyngeus remains uncertain. It has been known there is a relationship between the presence of air bubbles in esophagus and GERD symptoms. The aim of this study is to identify relationship between the globus symptom and the presence of air column in esophagus. Subjects and Methods : The study population consisted of 46 patients who underwent CT scan as part of evaluation for globus. Controls were chosen from the population consisted of patients with lymphadenopathy who underwent CT scan. The correlation between the presence of globus symptom and diameter, volume, and position of the air column was assessed using t-test. Reproducibility of diameter and volume of the esophageal air column was analyzed using intraclass correlation coefficient. Results : In study group, the mean volume of the air column was $769.56{\pm}983.08mm^3$, the mean diameter was $8.24{\pm}4.90mm$, the mean distance from the inferior border of posterior lamina of cricoid cartilage was $88.86{\pm}28.01mm$. In control group, $682.18{\pm}767.28mm^3$, $8.37{\pm}5.50mm$, $88.34{\pm}21.06mm$, respectively. There were no differences of diameter, volume and distance of the air column between the two groups. We failed to obtain acceptable reliability when we compare the diameter and the volume of the esophageal air column. Conclusion : There was no relationship between air column of esophagus and presence of globus symptom. And the measurement of diameter and volume of the esophageal air column change over time and it should be considered in a further study.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
• /
• pp.582-588
• /
• 1998

The experimental study for the interior beam-column joint for high strength conccrete using Belite cement is presented. Test parameters are compressive strength, flexual strength ratio and joint shear stresslevel. The results from cyclic loading tests show different behaviors from the various parameters. Also, The different behaviors on beam-column joint can be achived by the different concrete strength.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
• /
• pp.419-422
• /
• 1999

This study was intended to investigate the cyclic behavior of high strength concrete beam-column connection. Four assemblies were designed 2/3 scale beam-column-slab joint and tested. The obtained results are follows. 1) The transverse beams increase the shear resistance and ductility of joint, 2) The slab was contributed to increase of the flexural capacity of the beam, but was not contributed to increase the joint ductility under lateral loads.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1999년도 학회창립 10주년 기념 1999년도 가을 학술발표회 논문집
• /
• pp.575-578
• /
• 1999

The main objective of this study was to examine structural behavior of reinforced concrete column and steel beam joint. composite specimens about 3/4 of the actual beam column connection assembly were tested by applying cyclic load through actuators. Test variables include face bearing plate(FBP), extended face bearing plate(E-FBP), VIR, U-bar and sub beam. There is not much differenced between specimens with sub beam and without sub beam. Test results also show that the joint strength of test specimen is close to the predicted strength by ASCE guideline.

• 한국해양공학회:학술대회논문집
• /
• 한국해양공학회 2001년도 추계학술대회 논문집
• /
• pp.180-184
• /
• 2001

본 연구에서는 반잠수식 Rig의 형상에 따른 최적 형상을 검토하기 위하여 최근 건조되고 있는 4-Column과 2-Lowhull 을 가진 원통형 Column과 4각 Column형을 공시모형으로 택하여 규칙파중 두 구조물에 작용하는 유체력과 유체력에 의한 운동 응답을 계산, 형상에 따른 유체 역학적 특성과 동요 진폭의 관계를 검토하였다. 수치계산은 3차원 특이점 분포법을 이용하여 정상상태에 대하여 실행하였다. 구조물의 형상과 역학적인 간섭의 영향을 이용, 보다 성능이 우수한 형상을 얻을 수 있음을 확인하였다.