• Journal of Korean Society of Steel Construction
• /
• v.12 no.6
• /
• pp.681-690
• /
• 2000

Recently, a long span is often required for the spacious building. Therefore the increase of stiffness is necessary to prevent floor vibration and control deformation of the building under earthquake and wind loads. For this purpose, steel beams with stiffened ends by reinforced concrete are effective. To realize such an effective reinforcement method, the smoothening of bending and shear stress transmission at the boundaries between middle-part of the steel beam and both end-parts of the steel beam with stiffened ends by reinforced concrete is required. Therefore, the fixed plate was installed at the boundary with the view of transferring the stress smoothly. This paper evaluates the method of effective transmission of bending and shear stress through the numerical analysis that is based on advanced experimental tests.

• Fire Science and Engineering
• /
• v.27 no.5
• /
• pp.1-7
• /
• 2013

Fire at building can occur enormous damages to life, properties, and environment and the risk of fire breakout is going up higher because of application of combustible materials than before. Therefore, the steel industries are trying to develop fire resistant steel in order to sustain the load bearing capacity of steel structures during fire situation. In this paper, to give the basis data-bases for evaluation of structural stability of steel structures applied fire resistant steel, FR 490, the tests of mechanical and thermal properties at high temperature were conducted and the comparisons are done with the SM 490 that has the same mechanical one.

• Journal of Korean Association for Spatial Structures
• /
• v.8 no.5
• /
• pp.83-93
• /
• 2008

Space truss is a rational system which forming large span in spatial structure and the steel tube is used well as a structure member in truss system. This study includes coupon test and Stub-column compression test on the structural steel tube. The compression test of Stub-column was performed to characterize and quantify the material characteristic and strength of column. In this study, we also researched the matter of compatibility, in which we compared the experiment formula and the abstract formula by the application of the LSD standard formula, SSRC and ECCS multiple column curve.

• Proceedings of the Korean Institute Of Construction Engineering and Management
• /
• autumn
• /
• pp.42-45
• /
• 2002

Building remodeling concept includes maintenance & repair and renovation. We have long-term repair plan and special repair fund system for the apartment maintenance & repair, but they do not operate well. And laws and ordinances are being revised in relation with renovation. However, more policy improvement and assistance are needed in order to activate the apartment remodeling project. Especially preferential loan and tax reduction policy and deregulation of building provisions are the main tasks for the apartment remodeling.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2014.11a
• /
• pp.209-210
• /
• 2014

사출금형은 자동차의 경량화 요구에 따라 일반 엔지니어링 플라스틱에서 고강도 플라스틱 성형을 위한 사용 환경으로 변해가고 있다. 이에, 사출금형의 표면은 마모에 대한 내력을 갖는 고경도 특성과 수지의 유동성을 양호하게 하기 위한 저마찰 특성의 요구가 점차 증가하고 있다. 본 연구는 사출금형 소재 표면의 고경도 저마찰 특성 부여를 위하여 대형 플라즈마 표면처리 공정을 이용하여 각각 질화처리와 비정질 탄소 코팅 공정기술에 관한 연구를 수행하였다. 각각의 플라즈마 처리된 샘플은 표면처리 공정 변수에 따른 경도 및 마찰계수 평가를 통하여 사출금형 소재 표면의 물리적 특성 변화를 관찰하였다.

• Proceedings of the Korean Institute of Surface Engineering Conference
• /
• 2011.05a
• /
• pp.100-101
• /
• 2011

사출금형은 자동차의 경량화 요구에 따라 일반 엔지니어링 플라스틱에서 고강도 플라스틱 성형을 위한 사용 환경으로 변해가고 있다. 이에, 사출금형의 표면은 마모에 대한 내력을 갖는 고경도 특성과 수지의 유동성을 양호하게 하기 위한 저마찰 특성의 요구가 점차 증가하고 있다. 본 연구는 사출금형 소재 표면의 고경도 저마찰 특성 부여를 위하여 대형 플라즈마 표면처리 공정을 이용하여 각각 질화처리와 비정질 탄소 코팅 공정기술에 관한 연구를 수행하였다. 각각의 플라즈마 처리된 샘플은 표면처리 공정 변수에 따른 경도 및 마찰계수 평가를 통하여 사출금형 소재 표면의 물리적 특성 변화를 관찰하였다.

• Journal of the Korea Concrete Institute
• /
• v.24 no.3
• /
• pp.259-266
• /
• 2012

A general earthquake resistant design philosophy of ductile frame buildings allows beams to form plastic hinges adjacent to beam-column connections. In order to carry out this design philosophy, the ultimate bond or shear strength of the beam should be greater than the flexural yielding force and should not degrade before reaching its required ductility. The behavior of RC members dominated by bond or shear action reveals a dramatic reduction of energy dissipation in the hysteretic response due to the severe pinching effects. In this study, a method was proposed to predict the deformability of reinforced concrete members with short-span-to-depth-ratios, which would result in bond failure after flexural yielding. Repeated or cyclic loading produces a progressive deterioration of bond that may lead to failure at lower cyclic bond stress levels. Accumulation of bond damage is caused by the propagation of micro-cracks and progressive crushing of concrete in front of the lugs. The proposed method takes into account bond deterioration due to the degradation of concrete in the post yield range. In order to verify bond deformability of the proposed method, the predicted results were compared with the experimental results of RC members reported in the technical literature. Comparisons between the observed and calculated bond deformability of the tested RC members showed reasonably good agreement.

• Journal of the Korea Concrete Institute
• /
• v.28 no.1
• /
• pp.33-40
• /
• 2016

The KCI-12 and ACI 318-14 design codes limit the maximum yield strength of shear reinforcement to prevent concrete compressive crushing before the yielding of shear reinforcement. The maximum yield strength of shear reinforcement is limited to 420 MPa in the ACI 318-14 design code, while limited to 500 MPa in the KCI-12 design code. A total of eight post-tensioning prestressed concrete beams with high strength shear reinforcement were tested to observe the shear behavior of PSC beams and the applicability of the high strength reinforcement was thus assessed. In the all PSC beam specimens that used stirrups greater than maximum yield strength of shear reinforcement required by the ACI 318-14 design code, the shear reinforcement reached their yield strains. The observed shear strength of tested eight PSC beams was greater than the calculated ones by the KCI-12 design codes. In addition, the diagonal crack width of all specimens at the service load was smaller than the crack width required by the ACI 224 committee. The experimental and analytical results indicate that the limitation on the yield strength of shear reinforcement in the ACI 318-14 design code is somewhat under-estimated and needs to be increased for high strength concrete. Also the application of high strength materials to PSC is available with respect to strength and serviceability.

• Journal of Korean Association for Spatial Structures
• /
• v.7 no.3 s.25
• /
• pp.133-140
• /
• 2007

Spatial structures is a appropriate shape that resists external force with only inplane force by reducing the influence of bending moment, and it maximizes the effect of structure system. An economic analysis is one of the most important factors to determine the project feasibility. Large spatial structures project is more need to comprehensive technology than a general construction project. In order to result in success of these project, it is desired that analyze an essential elements(for example, large budget, professional engineer, construction method, etc.) in the whole life cycle of buildings by schematic preparation from the early feasible study steps. We collect the data and analyze construction cost through this study which examines general remarks of existing spatial structures and researches its examples. This study is aimed to apply basic data to establish database the spatial structures.

• Journal of Korean Society of Steel Construction
• /
• v.24 no.1
• /
• pp.81-89
• /
• 2012

The concrete-filled tubular square column is superior to steel frame column in terms of fire resistance because of the thermal storage provided by the concrete. Studies have been conducted on CFT column reinforcement with steel bars or with the use of an internal tube to improve its structural load capacity and fire resistance. In fact, reinforced CFT columns have been increasingly used to deal with high axial force. The functional deterioration of columns due to fire damage needs to be measured precisely. In this study, the temperature distribution inside the columns in case of a fire was evaluated and the degree of deterioration in the load capacity of the concrete and reinforcing members associated with temperature distribution was identified in order to evaluate the overall residual strength of the columns.