• Computers and Concrete
• /
• 제32권3호
• /
• pp.339-349
• /
• 2023

Fast-built construction is a key feature for successful applications of precast concrete (PC) moment frame system in recent construction practices. To this end, by introducing some unique splicing details in precast connections, especially between PC columns including panel zones, use of temporary supports and bracings can be minimized based on their self-sustaining nature. In addition, precast wide beams are commonly adopted for better economic feasibility. In this study, three self-sustaining precast concrete (PC) wide beam-column connection specimens were fabricated and tested under reversed cyclic loadings, and their seismic performances were quantitatively evaluated in terms of strength, ductility, failure modes, energy dissipation and stiffness degradation. Test results were compared with ASCE 41-17 nonlinear modeling curves and its corresponding acceptance criteria. On this basis, an improved macro modeling method was explored for a more accurate simulation. It appeared that all the test specimens fully satisfy the acceptance criteria, but the implicit joint model recommended in ASCE 41-17 tends to underestimate the joint shear stiffness of PC wide beam-column connection. While, the explicit joint model along with concentrated plastic hinge modeling technique is able to present better accuracy in simulating the cyclic responses of PC wide beam-column connections.

• Steel and Composite Structures
• /
• 제18권6호
• /
• pp.1557-1568
• /
• 2015

The nonlinear static analysis of structure, which is under the effect of lateral loads and provides the capacity curve of the structure, is defined as a push-over analysis. Ordinarily, by using base shear and the lateral displacement of target point, the capacity curve is obtained. The speed and ease of results interpretation in this method is more than that of the NRHA responses. In this study, the nonlinear static analysis is applied on the semi-rigid steel gabled frames. It should be noted that the members of this structure are analyzed as a prismatic beam-column element in two states of semi-rigid connections and supports. The gabled frame is modeled in the OpenSees software and analyzed based on the displacement control at the target point. The lateral displacement results, calculated in the top level of columns, are reported. Furthermore, responses of the structure are obtained for various support conditions and the rigidity of nodal connections. Ultimately, the effect of semi-rigid connections and supports on the capacity and the performance point of the structure are presented in separated graphs.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 춘계 학술발표회
• /
• pp.1243-1249
• /
• 2010

Ground anchors can be good solution in large and deep excavation. Anchored supports generally provide larger workspace than strut supports and good performances. The major benefit provided by these anchored systems was the open excavation area created by eliminating horizontal or raked struts, which generally inhibit rapid construction within the site area. In loose soils, however, anchors are sometimes hard to get high pullout anchor capacity, so that the spacing of anchor both horizontally and vertically is frequently controlled, in which the construction costs of anchors are increased. In order to increase anchor capacity, therefore, conceptual introduction of the multi-strand anchor is presented in this paper. Also, this study shows an numerical study of predicting the load transfer of the multi-strand anchor and a beam-column analysis was performed by a Elastic-Plastic beam theory.

• 한국전산구조공학회논문집
• /
• 제19권1호
• /
• pp.85-92
• /
• 2006

이 논문은 일단고정 타단스프링으로 지지된 변단면 Beck 기둥의 임계하중에 관한 연구이다. 기둥의 변단면을 중실 직사각형 단면을 갖는 선형 변단면으로 채택하고, Bernoulli-Euler보 이론을 이용하여 경사종동력이 작용하는 소위 Beck 기둥의 자유진동을 지배하는 상미분방정식과 경계조건을 유도하였다. 이 미분방정식을 수치해석하여 하중-고유진동수 곡선을 얻고 이로부터 발산임계하중 및 동요임계하중을 산출하였다. 수치해석의 결과로부터 변단면 형태, 경사변수 및 스프링 강성이 임계하중에 미치는 영향을 고찰하였다

• Journal of the Korean Wood Science and Technology
• /
• 제30권3호
• /
• pp.12-17
• /
• 2002

The extracellular invertase (EC 3.2.1.26) (Candida utilis) preparation was obtained from the liquid medium after desalting and freeze drying. This prepared enzyme was used for the comparative purification on 4 activated matrices by liquid column affinity chromatography method. In this method there were used controlled porous glass (CPG) silanized covalently activated by keratin, silanized silica gel and silica gel covalently covered by keratin. It was found that the invertase purification process was better using both CPG matrices (silanized CPG and keratin activated CPG) than these with two silica gel supports. Also the elution coefficient of the invertase from the two CPG columns was about 93 to 94%. Two silica gel supports found to be superior in terms of purification efficiency. The invertase purification process was confirmed by PAGE electrophoresis.

• 한국가구학회지
• /
• 제13권2호
• /
• pp.53-62
• /
• 2002

Due to the industrial development some scholars insist that homo sapiens has become a new race--homo sedens. Since this great degree of behavioral change often cause problems in the spinal column, the appropriate sitting became critical. The nineteenth-century idea of sitting upright position is not considered as a proper sitting any longer. Recent studies by such psychological scientists as A. C. Mandal, Ernest McCormick, and Karl Kroemer show that the spinal column in s-curve with forward bends should be efficiently supported in that manner. Designing a chair sometimes focuses on aesthetic points rather than true ergonomic considerations. Therefore, these result in deleterious effects on human bodies such as lordosis and kyphosis. In fact, it has been overlooked due to the lack of technical and scientific supports. Also, in a mass production, it is hard to meet everyone's need. However, the well adapted ergonomic considerations should meet the needs for wide ranges of people. Indeed, in this study we will examine designing chairs in ergonomic perspectives and suggest additional controversial points and alternatives.

• 한국정보통신학회논문지
• /
• 제13권2호
• /
• pp.243-252
• /
• 2009

본 논문에서는 유스케이스 기술서 작성 및 편집을 체계적으로 하기 위한 도구를 제시하고자 한다. 또한, 시나리오의 기술에 있어서 1컬럼 방식과 2컬럼 방식 모두를 지원하도록 하였으며, 시나리오 각 단계별 작성과 편집의 처리에 있어서 자동화된 단계 번호 때 기기를 지원하여 작성의 편의성을 높였다. 본 논문에서 제시하는 유스케이스 기술서 작성 도구는 편리하고 효과적으로 유스케이스 기술서를 작성하게 해 줄 뿐만 아니라, 유스케이스 다이어그램과 통합된 유스케이스 모델링 도구의 개발에 기여할 것으로 기대된다.

• Structural Engineering and Mechanics
• /
• 제47권5호
• /
• pp.679-700
• /
• 2013

Two new predictive design methods are presented in this study. The first is a hybrid method, called neuro-fuzzy, based on neural networks with fuzzy learning. A total of 280 experimental datasets obtained from the literature concerning concentric punching shear tests of reinforced concrete slab-column connections without shear reinforcement were used to test the model (194 for experimentation and 86 for validation) and were endorsed by statistical validation criteria. The punching shear strength predicted by the neuro-fuzzy model was compared with those predicted by current models of punching shear, widely used in the design practice, such as ACI 318-08, SIA262 and CBA93. The neuro-fuzzy model showed high predictive accuracy of resistance to punching according to all of the relevant codes. A second, more user-friendly design method is presented based on a predictive linear regression model that supports all the geometric and material parameters involved in predicting punching shear. Despite its simplicity, this formulation showed accuracy equivalent to that of the neuro-fuzzy model.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 1998년도 가을 학술발표논문집(II)
• /
• pp.456-461
• /
• 1998

This paper presents the results from a combination of strut-and-tie model and analytical study that investigated the ultimate strength of wall system with frame supports. Strut-and-tie models show reasonable force flows and upper bound solution is compared to the results from FEM analysis. The results shows that two main parameters - transfer girder depth and column width - yield good estimation of the ultimate strength of the system. Vertical and horizontal reinforcements of the transfer girder add few strength to the whole system. The proposed design strength formula shows good agreement with the results from FEM analysis.

• 한국강구조학회 논문집
• /
• 제19권3호
• /
• pp.335-344
• /
• 2007

기존 합성기둥의 장점을 유지하면서 콘크리트 충전 시 거푸집 공사의 절감과 충전상태의 육안 확인이 가능한 철골 콘크리트 합성기둥(이하 SC 합성기둥)에 대한 연구가 활발히 진행되고 있다. SC 합성기둥은 콘크리트가 철골의 웨브를 둘러싸고 있어 화재 발생시 높은 열이 웨브까지 전달되는 시간을 지연시켜 뛰어난 내화성능을 가질 것으로 예상할 수 있다. 본 연구에서는 SC 합성기둥에 대해 열전달 해석을 수행하였고, 이를 바탕으로 P-M 상관 곡선을 이용하여 내화성능을 평가를 하였고, 이때의 해석변수는 콘크리트 면적비와 내화피복두께로 하였다. 또한 열전달 해석 방법을 검증하기 위해서 실제 수행된 실험 결과와 비교하여 이의 적절성을 검증하였다.