• The Journal of Natural Sciences
• /
• v.8 no.1
• /
• pp.145-151
• /
• 1995

The stretching of synthetic fibers by hot dry process is very difficult, because these fibers have high glass transition temperature at above $150^{\circ}C$. But, we used a swell-wet stretching precess; the fibers are stretched in a swelling agent such as organic solvents at lower temperature. In this study, 100% acryl fibers were uniaxially stretched with free width at $70^{\circ}C$ by swell-wet process in organic solvents. The stretchability was estimated by stretching work. This work is concerned with stretching stress and strain, and initial modulus. We found that it is a good parameter for the estimatation of high strength to the acrylic fiber. The effects of stretching conditions on the molecular orientation for high strength and mechanical properties of PAN fibers were measured.

• The Journal of Natural Sciences
• /
• v.8 no.2
• /
• pp.237-255
• /
• 1996

Parody, which is the device of humorous Postmodernism artists, has been from the comic immitation with the popular and well-known object. It's expressive techniques are very various such as similarity, transformation, exaggeration, irony, parados, inversion etc. and also it can be used another techniques of designer's will and ability based. Parody's effect consists of satire, mockery, scorn, ridicule, unexpectedness, defamiliarize, playfulness, wit, respect, esteem, wonder and so on of the original. So parody has a critical distance from the original, whichis the object of immitation. Ultimately, the expression of parody can be as extensive as from an ironic and funny inversion still containing the respect for the original to a contemptuous mockery. Nowadays Parodists have a tendency to use parody actively in order to criticize the real world or to meet the past with ironic recontextualize. And parody include the specific characters of postmodern design. So parody is widely known as a effective forms of expression in now-a-days our environment surrounded with the postmodern esthetics, and it's request will be increased rapidly. As a part of art, parody is apt to use widely in Fashion too. And from a historical standpoint it is to reconstitute the past with a critical eye and finally to become a new technique to create the new Fashion style with an intention of extension of design area.

• Journal of the Korean Geophysical Society
• /
• v.10 no.1
• /
• pp.27-35
• /
• 2007

There are many risks in constructing tunnel-structure. To prevent these risks from occurring and secure safety, the precise and rapid survey of inside displacement of the tunnel is required. But nowadays the measurement of the crown settlement, convergency, and surface settlement depends on general kinds of method which use total station or level. In the way to provide data about maintaining structure according to recent improvement and progress of measuring technology, 3D laser scanning is used. It solves the problem of reliability in measuring displacement of existing structure, provides material that enables to estimate shape change of structure visually, and makes it possible to deliberate speedy countermeasure. By this three dimensioning it is possible to make efficient use of structure maintenance and field measurement.

• Proceedings of the Korean Society of Postharvest Science and Technology of Agricultural Products Conference
• /
• 1994.07a
• /
• pp.7-8
• /
• 1994

한국산 표고버섯 균사체를 액체배양하여 천연항암물질로 알려진 단백다당체를 추출한 후 그 물질의 특성에 대하여 검토하였다. 균사체의 최적 재양조건을 TGY배지로 조사한 바 온도 $25^{\circ}C$, 배양초기 pH4.0, 교반속도 300rpm, 균사배지 접종량을 10.0%로 하고 산소 통기량을 1.0volume of ait/volume of medium/mimute으로 하였을때 가장 양호한 조건이였으며, 대량생산 하기 위한 SCM배지에서 최적의 C/N비는 13.1오써 7일간 배양하였을때 18.8g/L의 균사령을 얻었으며, 이때 생산수율은 0.46으로 나타났다. 발효가 끝난 배양액에서 균사, 여액 그리고 배양액의 전체에서 단백다당체를 분리한 결과 각 분획에서 단백다당체가 각각 0.55%, 0.12%, 0.69%가 회수되어 배양액 전체에서 단백다당체를 추출하는 것이 바람직하며, 추출방법으로 열수추출, glass bead추출 및 cellulasa처리를 하여 단백다당체의 수율을 비교한 결과 0.25-0.5mm glass nead로 30분간 균사체를 분쇄한 다음 열수추출을 1시간을 하였을때 990mg/100ml의 단백다당체를 얻을 수 있었다. 고단백다당체를 1차 단백질 가수분해 효소로 분해하고, EDAE cellulose 및 Sepadex G-100 column chromatography로 정제한 후, TLC/FLD, ultracentrifugation한 결과 순수한 물질임을 알 수 있었다. 단백다당체의 항암효과 조사중 in vitro배양에서 $P_{388}$과 $L_{1210}$에 대한 단백다당체의 활성단위 1 unit는 1mg정도였으며, 인체의 장암세포인 HCT-48, HRT-18, HT-29 밀 간암세포인 Hep G2 대한 생육저해 단위는 각각 4.4, 3.6, 6.6, 2.6mg이었다. HCT-48과 Hep G2 세포의 크기 분포도는 대조군에 비하여 시간이 경과함에 따라, 그리고 단백다당체의 농도가 증가함에 따라 peak가 작은 size 쪽으로 이동하였다. 또, 단백다당체를 첨가 배양한 HCT-48과 Hep G2세포의 현미경 관찰에서 본래의 암세포 형태가 변형되고 크기가 감소하며 세포사이의 경계막이 흐트러지면서 세포수가 감소하고 사멸하였다. In vivo실험에서는 대조군보다 단백다당체를 첨가한 군에서 항체 형성능력이 대조군에 비하여 형질세포가 2배로 증가하였다. 단백다당체의 화학적 성분 분석에서 다당함량은 46.1%이면 구성다당류는 glucose, galactose, mannose, xylose로 구성되었고 단백질의 함량은 7.28%이며, 구성아미노산은 15종의 아미노산으로 되었다. 또 무기물은 Na, K, Zn, Ca등의 순으로 이루어 짐을 알 수 있었다.

• Journal of the Computational Structural Engineering Institute of Korea
• /
• v.30 no.2
• /
• pp.103-110
• /
• 2017

In this paper, it is covered in detail the process of generating structural alternatives with geometry change and its optimization by StrAuto. The main roof structure of the Exhibition Center is modelled parametrically and the optimal alt is derived by observing volume changes according to geometry change of main roof truss. Existing studies performed optimization process through sections and properties due to the limitations of shape change, but this study have meaning of performing the optimization with geometry changes which is the most critical skills of StrAuto. By the process of securing a sufficient margin by geometry changes and reducing volume with the optimization of sections, despite of a partial optimization of large space structure, it could be reduced by 11.7% of the total volume.

• Journal of the Korea institute for structural maintenance and inspection
• /
• v.24 no.4
• /
• pp.81-90
• /
• 2020

A textile and capillary tube composite panel(TCP) was developed to simultaneously retrofit the seismic performance and the energy efficiency (e.g. heating or insulation performance) of existing unreinforced masonry (URM) buildings. TCP is a light-weight mortar panel in which carbon textile reinforcements and capillary tubes are embedded. Textile reinforcements plays a role of seismic retrofit and capillary tubes that hot water circulates contribute to the energy retrofit. In this paper, the static cyclic loading tests were performed on the masonry walls with/without TCP to understand the seismic retrofit effect of TCP retrofit and the results were summarized. The results of the test showed that the TCP contributed to increase the capacity of the Shear strength and ductility of the URM walls. In addition, the deformation of the wall after cracking was substantially controlled by the carbon textile.

• Journal of the Earthquake Engineering Society of Korea
• /
• v.8 no.1
• /
• pp.39-58
• /
• 2004

It is very important that predict the inelastic seismic behavior exactly for seismic performance evaluation of a building in the performance based seismic design. Evaluation method of seismic performance based on the pushover analysis reflected in PBSE was developed by some researchers. For the evaluation of inelastic global and local seismic responses by pushover analysis exactly. lateral load distribution should be adjusted and reflected the dynamic characteristics of structural system and various seismic ground motions. And performance point should be determined based on the evaluation of reasonable deformation capacity of a building more exactly. An effective method based on the improved the adaptive lateral load distribution and the equivalent responses of a multistory building is proposed in this study to efficiently estimate the accurate inelastic seismic responses. The proposed method can be used to evaluate the seismic performance for the global inelastic behavior of a building and to accurately estimate its local inelastic seismic responses. In order to demonstrate the accuracy and validity of this method, inelastic seismic responses estimated by the proposed method are compared with those obtained from other analytical methods.

• Journal of the Korea Concrete Institute
• /
• v.22 no.1
• /
• pp.3-10
• /
• 2010

This study evaluates the seismic performance of reinforced concrete (RC) flat plate structures relation to the gravity shear ratio. For this purpose, 3 and 7 story framed buildings were designed for gravity loads only. Subsequently, a nonlinear static pushover analysis and a nonlinear time history analysis for the prototype buildings were carried out. In the nonlinear analysis, newly propose analytical slab-column joint model was utilized to capture punching shear failure and fracture mechanism in the analysis. The analytical results showed that seismic performance of RC flat plate frame is strongly influenced by the gravity shear ratio. In particularly, in the RC flat plate frame with a large gravity shear ratio the lateral strength and maximum drift capacity decreased significantly.

• Journal of the Korea Concrete Institute
• /
• v.24 no.3
• /
• pp.241-248
• /
• 2012

This paper presents a reinforced concrete composite column method in order to improve seismic performance of reinforced concrete column specimens by selectively applying steel fiber-reinforced mortars at the column plastic hinge region. In order to evaluate seismic improvement of the newly developed column method, a series of cyclic load test of column specimens under a constant axial load was investigated by manufacturing three specimens, two reinforced concrete composite columns by applying steel fiber-reinforced mortars at the column plastic hinge region and one conventional reinforced concrete column. Both concrete and steel fiber-reinforced mortar was cast-in placed type. From cyclic load test, it was found that the newly developed steel fiber-reinforced columns showed improved seismic performances than conventional reinforced concrete column in controlling bending and shear cracks as well as improving seismic lateral load-carrying capacities and lateral deformation capacities.

• Journal of the Korea Concrete Institute
• /
• v.22 no.2
• /
• pp.247-254
• /
• 2010

The purpose of study is to investigate the load resistance mechanism of MRS continuous joint designed with different details. Six full-scale specimens, which could simulate the negative moment region of the 8 m long MRS system, were prepared to evaluate the structural performance of the continuous joint. According to the experimental results, all specimens which include the specimen with dapped ends designed by loads at the construction stage were failed in a flexural manner and showed the load carrying capacity over the nominal flexural strength. Therefore it is recommended that the dapped ends for MRS continuous joints be designed for the loads of the construction stage. And the shear key, which was installed on the top of rib for MRS slab, helps the enhancement of strength and especially deformation capacity.