• Computers and Concrete
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• 제11권5호
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• pp.475-492
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• 2013

Since the beginning of the 90 s, depending on the growth of the industrial sector in Turkey, factory constructions have been increased. The cost of precast concrete buildings is lower than the steel ones for this reason the precast structural systems are used more. Precast concrete structural elements are mostly as strong as not to have damage in the earthquake but weakness of connections between elements causes unexpected damages of structure during earthquake. When looking at the previous researches, it can be seen that there is a lack of studies about socket type base connections although there were many experimental and analytical studies about the connections of precast structural elements. The aim of this study is to investigate the stress transfer mechanism between column and the socket base wall with finite element method. For the finite element analysis ANSYS software was used. A finite element model was created which is the simulation of experimental research executed by Canha et al. (2009) under vertical and horizontal forces. Results of experimental research and finite element analysis were compared to create a successful simulation of experimental program. After determining the acceptable parameters, models of socket bases were created. Model dimensions were chosen according to square section column sizes 400, 450, 500, 550 and 600 mm which were mostly used in industrial buildings. As a result of this study, stress distribution at center section of the socket base models were observed and it is found that stress distribution affects triangular at the half of socket bottom and top.

• 한국강구조학회 논문집
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• 제16권4호통권71호
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• pp.471-478
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• 2004

이 연구의 목적은 노출형 원형강관 주각이 중심축압축력을 받을 때 그 역학적 거동을 실험적으로 조사하고 탄성수치해석을 통하여 실험결과를 검토하고자 함에 있다. 실험에 앞서 AISC의 제안식 및 기존 연구에 관한 문헌조사를 실시하였다. 실험으로 중심축압축가력을 실시하였으며 베이스 플레이트 두께를 변수로 하여 두께 9mm부터 35mm까지의 9개의 시험체를 제작하였다. 실험결과는 하중 - 베이스 플레이트 수직변위관계, 하중 - 베이스 플레이트 변형도관계 등으로 정리하였다. 실험결과를 검토하기 위하여 탄성수치해석을 실시하였으며 탄성수치해석 프로그램으로는 Ansys version 6.1을 사용하였다. 실험 및 해석결과는 향후 실시할 비탄성해석결과와 함께 설계식 제안에 사용될 것이다.

• Structural Engineering and Mechanics
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• 제66권2호
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• pp.173-183
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• 2018

This paper proposes a developed optimization model for steel frames with semi-rigid beam-to-column connections and fixed bases using teaching-learning-based optimization (TLBO) and genetic algorithm (GA) techniques. This method uses rotational deformations of frame members ends as an optimization variable to simultaneously obtain the optimum cross-sections and the most suitable beam-to-column connection type. The total cost of members plus connections cost of the frame are minimized. Frye and Morris (1975) polynomial model is used for modeling nonlinearity of semi-rigid connections, and the $P-{\Delta}$ effect and geometric nonlinearity are considered through a stepped analysis process. The stress and displacement constraints of AISC-LRFD (2016) specifications, along with size fitting constraints, are considered in the design procedure. The developed model is applied to three benchmark steel frames, and the results are compared with previous literature results. The comparisons show that developed model using both LTBO and GA achieves better results than previous approaches in the literature.

• 약학회지
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• 제40권1호
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• pp.46-51
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• 1996

Eight new D-1.3-dioxolanyl and L-1,3-oxathiolanyl nucleosides containing 5-phenyl- selenyl pyrimidine bases which are expected to have antiviral activity were synthesized. Condensation of D-1,3-dioxolane acetate and L-1,3-oxathiolane acetate with 5-phenylselenyl pyrimidines gave anomeric mixtures of their nucleosides which were separated by silicagel column chromatography.

• 대한화학회지
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• 제20권6호
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• pp.520-524
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• 1976

피리미딘 염기의 모델 화합물인 N-메틸루티돈을 벤조페논과 같이 아세토니트릴에 녹여 313nm 자외선으로 쪼여준 결과 네가지 생성물이 생겼다. 이중 세가지를 확인한 결과 N-(벤즈히드릴메틸)루티돈, 루티돈, N-(4-벤조일벤질) 루티돈임을 알았으며 이들의 양자수득율은 각각 $5.07{\times}10^{-3},\;1.84{\times}10^{-3},\;and\;1.43{\times}10^{-3}$이었다.

• 약학회지
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• 제13권2_3호
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• pp.71-75
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• 1969

Chemical changes in components of ginseng roots by heat treatment were observed. We have let the roots of fresh ginseng, of steamed ginseng and the water soluble parts obtained from preparing steamed one be subject to our research. Acids, bases, neutral substances and genins from each one of the above came up to 12 fractions. Having the fractions through column chromatography and TLC test thereafter, we determined the Rf values of each spots presented. Among so many similar values of them, 15 spots of heterogenous component in the fresh ginseng and 6 spots in the steamed one, and 10 spots in that of water soluble parts wre detected. Considering this data obtained, we can assume that partialor all of some components of fresh ginseng might be passed into water parts while preparing steamed ginseng from fresh ones and also some components of the later (fresh ginseng) might have been converted into other substances while being heated.

• Earthquakes and Structures
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• 제13권5호
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• pp.443-454
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• 2017

When eccentrically braced steel frames (EBFs) are in the desired failure mode, links yield at each layer and column bases appear plastically hinged. Traditional design methods cannot accurately predict the inelastic behavior of structures owing to the use of capacity-based design theory. This paper proposes the use of performance-based seismic design (PBSD) method for planning eccentrically braced frames. PBSD can predict and control inelastic deformation of structures by target drift and failure mode. In buildings designed via this process, all links dissipate energy in the rare event of an earthquake, while other members remain in elastic state, and as the story drift is uniform along the structure height, weak layers will be avoided. In this condition, eccentrically braced frames may be more easily rehabilitated after the effects of an earthquake. The effectiveness of the proposed method is illustrated through a sample case study of ten-story K-type EBFs and Y- type EBFs buildings, and is validated by pushover analysis and dynamic analysis. The ultimate state of frames designed by the proposed method will fail in the desired failure mode. That is, inelastic deformation of structure mainly occurs in links; each layer of links involved dissipates energy, and weak layers do not exist in the structure. The PBSD method can provide a reference for structural design of eccentrically braced steel frames.

• Steel and Composite Structures
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• 제3권3호
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• pp.153-168
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• 2003

This paper discusses the results and observations from a large-scale fire test conducted on a slim floor system, comprising asymmetric beams, rectangular hollow section beams and a composite floor slab. The structure was subjected to a fire where the fire load (combustible material) was higher that that found in typical office buildings and the ventilation area was artificially controlled during the test. Although the fire behaviour was not realistic it was designed to follow as closely as possible the time-temperature response used in standard fire tests, which are used to assess individual structural members and forms the bases of current fire design methods. The presented test results are limited, due to the malfunction of the instrumentation measuring the atmosphere and member temperatures. The lack of test data hinders the presentation of definitive conclusions. However, the available data, together with observations from the test, provides for the first time a useful insight into the behaviour of the slim floor system in its entirety. Analysis of the test results show that the behaviour of the beam-to-column connections had a significant impact on the overall structural response of the system, particularly when the end-plate of one of the connections fractured, during the fire.

• 한국산학기술학회논문지
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• 제14권4호
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• pp.1993-1999
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• 2013

강합성 구조는 교량의 상하부 구조, 풍력 타워, 건축물의 기둥 등의 많은 분야에서 연구되어지고 있다. 강합성 구조의 가장 큰 특징은 강재와 콘크리트를 합성시킴으로서 두 요소의 단점을 극복하여 더욱 우수한 성능을 발휘하게 한다. 강합성 구조에서 강재와 콘크리트가 합성거동을 하지 않을 경우에 성능의 향상을 기대하기 어렵기 때문에 반드시 합성구조화 시켜야 한다. 교량의 상부구조에서는 강합성 보를 합성 거동시키기 위하여 다양한 방법의 합성방법을 제시하였으나 내부 구속 중공 RC 기둥이나 내부 구속 중공 CFT 기둥과 같은 새롭게 제안된 강합성 부재의 경우에는 거의 연구가 되지 않은 실정이다. 이러한 강합성 부재는 내 외부와 콘크리트가 합성되지 않을 경우, 두 재료간 슬립이 발생하여 설계 성능보다 성능이 감소할 가능성이 매우 크기 때문에 반드시 콘크리트와 강재가 일체 거동을 할 수 있도록 합성 방법을 제시하여 주어야 한다. 본 연구에서는 전단 연결재를 위의 기둥들에 적용하는 방안을 마련하기 위하여 전단 연결재의 실험적 거동 특성을 분석을 통해 추후에 전단 연결재 설계법 제시를 위한 기초 자료를 구축하였다.

• 건축역사연구
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• 제18권6호
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• pp.103-126
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• 2009

This study aims to discover historical trends and change of form of all stupas in India with observation of field study that is as direct as possible, by classifying, analyzing, and synthesizing the stupas. Study of Indian stupa in Korea has a number of shortcomings since only introductory partial approach has been made in order to seek the origin of Korean pagoda. This study also aims to correct errors of stupa terminology in Chinese character committed by misinterpretation of Hindi language which was established by precedent Japanese scholars several decades ago. Piled-up stupas were totally destroyed by pagans, therefore their remains tell us only of structure, material, sizeand disposition. However remains of carved stone at torana and drum give us clues as to the original form of stupa and worshipping activity, as well as change to a more luxurious form. Many rock cave stupas of India show us both simple forms matching the ascetic age of early Buddhism and luxurious changes in Mahayanan era introducing us to statues of Buddha. Indians recovered the spheric form of 'anda,' a Hindi term meaning cosmic egg, from the hemispheric form of the piled-up stupa. Therefore we might discard the erratic term of 'bokbal', which means an upset vessel. Railings and parasols became main factors of stupa design. Carved railings around stupa became a sign of divinity. Serious worshipping activity made drums long or high and created multi-embossed stripes. Bases of circular drums of some cave stupas changed their shapes to rectangular or octagonal. Single parasols became multiparasols of affluent flowerlike curved stems on carved stupa. Multistoried, elongated and high parasols of Gandhara stupas are closely related to such factors as diverse changes of form in Indian subcontinent. Four-sided torana gate and ayaka column of the circular form of original stupas suggest the rectangular form of subsequent East Asian pagoda, and higher and wider base of Indian stupas became the origin of East Asian rectangular pagoda.