• 한국소음진동공학회논문집
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• 제21권9호
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• pp.805-812
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• 2011

This study investigated the characteristics of heavy-weight floor impact sounds of box-frame type structure using 1:10 scale model. Ten types of floor structures(bare slabs and floating floors) were evaluated in terms of dynamic stiffness and loss factor. Floor vibrations and radiated sounds generated by simulated impact source were also measured. The results showed that the bakelite was appropriate for simulating concrete slab in the 1:10 scale model, and surface velocity and sound pressure level of concrete slab measured from the scale model showed similar tendencies with the results from in-situ in frequency domain. It was also found that dynamic behaviors of layered floor structures in the 1:10 scale model were similar to those in a real scale. Therefore, the use of 1:10 scale model would be useful for evaluating the heavy-weight floor impact sound insulation of layered floor structures when the frequency-dependent dynamic properties of each material are known.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2011년도 춘계학술대회 논문집
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• pp.417-418
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• 2011

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.133-134
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• 2023

In general, all buildings are equipped with various types of handles for opening and closing the door, and unlike wooden doors, steel doors such as fire doors are equipped with a box-shaped door lock box frame surrounding the outside of the door lock to protect the door lock, which is called a cylinder protection cover. These cylinder protection covers have various types and types of fastening structures, and the cylinder protection covers on the market are molded in factories and standardized according to the size and shape of the door lock, requiring various types of cylinder protection covers. Accordingly, a variable cylinder protection cover with a simple prefabricated structure that can fundamentally solve these problems can be used as one cylinder protection cover regardless of the type, shape, and size of the door lock.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 추계학술대회논문집
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• pp.390-393
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• 2005

In this study, examined heavy-weight floor impact sound to rahmen structure(steel reinforced concrete structure) and bearing-wall structure(box frame type structure) that have slab thickness of 4 form at a standard laboratory through noise and vibration measured. The results of ANSYS modeling of structures was predicted that the nature natural frequency increased according to change of thickness of each slab by finite element analysis, and acceleration value decreased. Rahmen structures compares with bearing-wall structure, nature frequency was predicted low. Measurement results of natural frequency and acceleration level for structures at a standard laboratory, tendency department such as ANSYS modeling appeared. Rahmen structures appeared that reduction effect is less in Acceleration level and heavy impact sound transmission level comparing with bearing-wall structure.

• Structural Engineering and Mechanics
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• 제47권1호
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• pp.59-73
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• 2013

The Xiaolan channel super large bridge is unique in style and with greatest span in the world with a total length of 7686.57 m. The main bridge with spans arranged as 100m+220m+100m is a combined structure composed of prestressed concrete V-shape rigid frame and concrete-filled steel tubular flexible arch. First of all, the author compiles APDL command flow program by using the unit birth-death technique and establishes simulation calculation model in the whole construction process. The creep characteristics of concrete are also taken into account. The force ratio of the suspender, arch and beam is discussed. The authors conduct studies on the three-plate webs's rule of shear stress distribution, the box girder's longitudinal bending normal stress on every construction stage, meanwhile the distribution law of longitudinal bending normal stress and transverse bending normal stress of completed bridge's box girder. Results show that, as a new combined bridge, it is featured by: Girder and arch resist forces together; Moment effects of the structure are mainly presented as compressed arch and tensioned girder; The bridge type brings the girder and arch on resisting forces into full play; Great in vertical stiffness and slender in appearance.

• 융합정보논문지
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• 제11권2호
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• pp.98-106
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• 2021

본 연구에서는 해양플랜트의 플로트오버 설치작업을 위해 개발된 능동형 갑판 지지 프레임 (Deck support frame, DSF)의 구조설계에 대해 다양한 실험계획법을 이용한 민감도해석의 비교연구를 수행하였다. 능동형 DSF의 주요 구조부재의 두께 치수 변수는 설계인자로 고려하였고, 응답치는 중량과 강도성능으로부터 선정하였다. 민감도해석의 비교연구에 사용한 실험계획법은 직교배열설계법, Box-Behnken 설계법 그리고 Latin hypercube 설계법이다. 실험계획법의 설계공간 탐색의 근사화 성능을 평가하기 위해 반응표면법을 각 실험계획법 별로 생성하여 근사화 정확도 특성을 검토하였다. 또한 최상설계안의 결과로부터 실험계획법의 특성에 따른 수치계산 비용, 중량감소 효과 등과 같은 설계향상 효과를 비교하였다. 능동형 DSF의 구조설계에 대해 직교배열설계법이 가장 향상된 결과를 나타내었다.

• Journal of Microbiology
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• 제38권4호
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• pp.230-238
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• 2000

Class III chitin synthases in filamentous fungi are important for hyphal growth and differentiation of several filamentous fungi. A genomic clone containing the full gene encoding Chs4, a class III chitin synthase in Penicillium chrysogenum, was cloned by PCR screening and colony hybridization from the genomic library. Nucleotide sequence analysis and transcript mapping of chs4 revealed an open reading frame (ORF) that consisted of 5 exons and 4 introns and encoded a putative protein of 915 amino acids. Nucleotide sequence analysis of the 5'flanking region of the ORF revealed a potential TATA box and several binding sites for transcription activators. The putative transcription initiation site at -716 position was identified by primer extension and the expression of the chs4 during the vegetative growth was confirmed by Northern blot analysis. Amino acid sequence analysis of the Chs4 revealed at least 5 transmembrane helices and several sites for past-transnational modifications. Comparison of the amino acid sequence of Chs4 with those of other fungi showed a close relationship between P chrysogenum and genus Aspergillus.

• KSBB Journal
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• 제10권5호
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• pp.499-509
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• 1995

PU.1은 6개의 특이적인 purine-rich 염기서열 (5' -GAGGAA-3 )로 구성된 PU box에 결합하는 transcription activator이다. 이 PUol은 macro phage와 B-cell에서만 발현되어 이들 세포를 활성 화시키므로, 포유통물의 연역계를 연구하는 데 중요 한 위치를 차지하고 있다. Full length PUol cDNA 는 open reading frame 816개의 DNA 염기로 구성 되어 있으므로, 아미노산 2727~의 합성을 지령한다. PUol의 활성화는 이를 구성하고 있는 polypeptide 중 세린 잔기가 인산화되어 전사인자로서 작용한다 고 추측된다. PU.1은 22개의 세린을 함유하고 있으 며, 정확한 인산화 위치 빛 수량은 알 수 없으나, casein kinase II 에 의하여 인산화된다고 추측되는 제41,45,132'133,148번째 아미노산 세린들이 제1 차 target sites이다. 본 연구에서는 이상의 제41, 45, 132,133, 148번 아미노산 세린 codon(AGC, AGC, AGC.TCA, TCT)이 알라닌 codon(GCC, GCC, GCC.GCA, G GCT)으로 치환된 4가지의 점돌연변이체 클론 (pKKS41A, pRKS45A, pMKS132$.$133A, pMKS­1 148A)을 다음과 같이 제조하였다. Wild type PUol cDNA(template)를 해당되는 mutant DNA primers로 증폭(PCRjSOE)하여 mutant cDNA 단편을 얻었다. 이를 Hind III와 Xba I 으로 절단된 pBlu­e escript KS +에 접합시킨 후, 대장균(E. coli XLI ~ Blue)에 형질전환시켰다. 이 점돌연변이체들은 인산화 부위 및 수량은 물론 PU.1의 구조 및 기능 (Structure and Function) 연구에 기여할 것이다.

• 수산해양기술연구
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• 제35권1호
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• pp.54-59
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• 1999

High-speed electronic digital computers have enabled engineers to employ various numerical discretization techniques for solutions of complex problems. The Finite Element Method is one of the such technique. The Finite Element Method is one of the numerical analysis based on the concepts of fundamental mathematical approximation. Three dimensional plate structures used often in partition of ship, box girder and frame are analyzed by Finite Element Method. In design of structures, the static deflections, stress concentrations and dynamic deflections must be considered. However, these problem belong to geometrically nonlinear mechanical structure analysis. The analysis of each element is independent, but coupling occurs in assembly process of elements. So, to overcome such a difficulty the shell theory which includes transformation matrix and a fictitious rotational stiffness is taken into account. Also, the Mindlin's theory which is considered the effect of shear deformation is used. The Mindlin's theory is based on assumption that the normal to the midsurface before deformation is "not necessarily normal to the midsurface after deformation", and is more powerful than Kirchoff's theory in thick plate analysis. To ensure that a small number of element can represent a relatively complex form of the type which is liable to occur in real, rather than in academic problem, eight-node quadratic isoparametric elements are used. are used.

• 자원리싸이클링
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• 제22권2호
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• pp.62-70
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• 2013

전기로 산화슬래그를 콘크리트용 잔골재로 사용하기 위해서는 제철소에서 제강과정에서 불안정한 용융상태의 제강슬래그를 에이징처리하여 안정된 구조로 변환시켜 이온이나 전자의 이동을 억제, 슬래그의 화학적 물리적 저항성을 증대시켜 사용하여야 한다. 우리나라에서는 전기로 산화슬래그 잔골재를 콘크리트용 잔골재로 활용하기 위한 제도적 기반으로서 KS F 4571이 제정되어 부산물의 자원화 시스템 기반이 마련되었다. 본 연구에서는, 전기로 산화슬래그 잔골재를 PMC(Polymer Modified Concrete) 포장공법에 잔골재로 치환하였을 경우, 콘크리트의 고정하중 증가에 따른 교량 상부에 미치는 영향에 대하여 연구하고자 하였다. 본 연구에서는 선정된 4가지 형식의 교량(RC 슬래브교, RC 라멘교, PSC Beam교, Steel Box girder교) 포장의 단위질량이 상향 적용시, 포장하중 증가에 따른 전체 고정하중은 약 1~2% 이내로 증가하고, 하중조합에 의한 부재력(설계모멘트)은 약 2% 이내로 증가하였다. 그리고 포장하중 증가에 따른 대상 구조물의 단면검토를 수행한 결과, 단면 안전율이 약 3% 이내로 감소하였다. 따라서, 포장의 단위질량 증가로 인해 구조물의 구조적 안전성에는 영향을 미치지 않을 것으로 판단된다.