• Journal of Korean Society of Steel Construction
• /
• v.8 no.3 s.28
• /
• pp.107-116
• /
• 1996

The studies are conducted to investigate the fatigue and fracture, behavior of preflex girder. In this work, the fatigue tests using by constant amplitude fatigue loading and 4-point-loading to maintain pure bending condition in the mid-span of preflex girder will be performed. It is expected from the results of the studies to provide the fatigue strength and the S-N curve of preflex girders. In addition, it will be ensured that fracture initiation occurs in the welded part of horseshoe-type shear connector as well as in other welded joints.

• Journal of Korean Society of Steel Construction
• /
• v.8 no.3 s.28
• /
• pp.67-78
• /
• 1996

This paper provides the results of a study on the structural behavior of the composite slabs using the metal form deck plate. Cold-formed steel deck sections are used in many composite floor slab applications wherein the steel deck serves not only as the form for the concrete during construction but also as the principal tensile reinforcement for the bottom fiber of the composite slab. A total of 16 specimens are tested to clarify the composite action between the concrete and metal deck plate and to find the method to increase the composite effect, whether or not non-slip bars are used. The test results are summarized for the shear-bond capacities, deformation capacities, and failure modes for the specimens.

• Journal of Korean Society of Steel Construction
• /
• v.8 no.3 s.28
• /
• pp.117-125
• /
• 1996

The stress patterns of vertical stiffener of plate girder bridge were examined by existing data of actual measurement stress for steel bridges and the structural details of vertical stiffener of plate girder bridge having seeked rationalization and abbreviation were investigated by 1/2 bridge model. As the results, the out-of-plane stress occur in the upper parts of vertical stiffner and fatigue cracks by the action of alternative stress is apt to occur in web plate of lower parts vertical stiffener. Also, the gap between lower parts of vertical stiffner and lower flange of plate girder bridge seeking rationalization and abbreviation is effective to adopt 100mm.

• Journal of Korean Society of Steel Construction
• /
• v.8 no.3 s.28
• /
• pp.35-45
• /
• 1996

The purpose of this paper is to investigate experimentally the strength and deformation of T-joints to improve the structural behavior of truss connection consisted in square hollow steel section. There are two-types to be changed in T-joint shape. One type is TP-series that a brace member is rotated to 45 degree, another type is TR-series that a chord member is rotated to 45 degree. The most important results obtained from the 2nd experiment on the T-joints is as follow; The yielding strength and initial stiffness of TP-series increase more than a current type(TS-series) in $0.6{\leq}{\beta}(d/D){\leq}0.7(0.85{\leq}{\beta}$'$(={\sqrt2}{\cdot}{\beta}){\leq}1.0)$.

• Journal of Korean Society of Steel Construction
• /
• v.8 no.3 s.28
• /
• pp.55-65
• /
• 1996

For stability analysis of stifened rectangular thin plates with various boundary conditions, Ritz method is presented. An energy method is especially useful in those cases where a rigorous solution of the diferential eqution is unknown or where we have a plate reinforced by stiffeners and it is required to find only an approximate value of the critical load. The strain energy due to the plate bending and the work done by the in-plane forces are taken into account in order to apply the principle of the minimum potential energy. The buckling mode shapes of flexural beams with various boundary conditions are derived, and shape functions consistent with the given boundary conditions in the two orthogonal directions are chosen from those displacement functions of beams. The matrix equations for stability of stiffened rectangular thin plates are determined from the stationary condition of the total potential energy. Numerical example for stability behaviors of horizontally and vertically stiffened plates subjected to uniform compression, bending and shear loadings are presented and the obtained results are compared with other researchers' results.

• Journal of Korean Society of Steel Construction
• /
• v.8 no.3 s.28
• /
• pp.47-54
• /
• 1996

Recently Sucessive progress in train technic has enabled us to constructed high-speed railways for ourselves. This caused more rapid train more pressure on a track and speedier track break-down. Especially in the construction of high-speed rails for high-speed traveling and safety accurate breaking distance is essential and not only computation of rolling resistance in theory but also verification through real measurement are important in basic material for breaking and starting load caused during the train running. In this study, we measured traveling resistance and calculated traveling resistance formula in the case of the SAEMA-EUL which consists of main part of current passenger trains and frights in this country.

• Proceedings of the Korea Air Pollution Research Association Conference
• /
• 2003.11a
• /
• pp.181-182
• /
• 2003

경유엔진은 가솔린엔진에 비해 연소특성상 연료소비효율이 우수하여 온실가스인 $CO_2$ 배출이 적은 반면 대기 및 인체위해성이 높은 NOx와 입자상물질(PM)의 배출이 많아 대기저감을 위한 연료의 고압분사, 전자제어식 EGR기술등 엔진개량기술과 매연여과장치, De-NOx등 후처리기술 그리고 대체연료사용 기술등 다양한 저감대책이 전세계적으로 강구되고 있다. 특히 경유엔진에서 배출되는 오염물질로 인한 대기오염영향은 점차 증가하고 있어 대체연료사용 및 배출허용기준강화둥 우리 실정에 적합한 효율적인 대기저감대책이 강구되어야 할 것이다. (중략)

• The Safety technology
• /
• no.185
• /
• pp.22-23
• /
• 2013

(주)해성기공은 건축물의 기초가 되는 철골 구조물만을 생산, 시공하는 강구조물(Steel Structure) 건물 건설업체다. 지난 1983년 창립된 이곳은 1997년 천안공장을 준공하면서부터 도약의 발판을 마련하게 된다. 가공설비를 구축하고 전문인력을 확충해 본격적으로 PIPE 구조물의 생산을 시작한 것이다. 이곳이 단순하게 강구조물을 제조하고 있다고 생각하면 오산이다. (주)해성기공은 인천문학경기장, 영종도 인천국제공항, KINTEX 국제전시장 등 국내 주요 랜드마크의 기초구조물을 공급한 것은 물론 일본의 해끼난, 이소보 화력 발전소에 자재를 납품했을 만큼 대내외적으로 기술력을 인정받고 있다. 이곳에서 안전관리업무를 맡고 있는 이가 오늘의 주인공인 강석훈 기사다. 강 기사는 이제 막 안전에 발을 내딛은 새내기라고 볼 수 있다. 갓 이립(而立, 30세)에 접어든 그는 지난 2011년 7월부터 본격적으로 안전관리 업무를 시작했다. 이는 곧 경력과 연륜에서 묻어나오는 안전관리를 기대하기 힘들다는 의미로 해석할 수 있다. 하지만 그는 남다른 열정과 각고의 노력을 통해 빈틈없는 자율안전관리를 전개하고 있는 것으로 지역 안전인들 사이에서 유명세를 타고 있다. 그가 어떻게 안전관리를 실시하고 있기에 이런 명성을 쌓고 있는지 만나봤다.

• Journal of Korean Society of Steel Construction
• /
• v.13 no.6
• /
• pp.641-649
• /
• 2001

It is proposed in this paper the practical load carrying capacity formula for web crippling in trapezoidal sheeting (deckplate). The parameter functions are derived by investigation of the major parameters influencing of load carrying capacity based on the existing theoretical research with experiment analogical interpretation model. The simple strength formula is proposed in analytic comparison of each parameters with the existing experimental data. From statistical evaluations due to Annex Z of Eurocode 3 the partial safety resistance factors ${\gamma}_M$ are calculated and compared with the target value of 1.1.

• Journal of Korean Society of Steel Construction
• /
• v.9 no.4 s.33
• /
• pp.683-695
• /
• 1997

This paper presents the shear behavior of panel zone in steel frame piers. The results of loading tests on twenty box connections and three types of analysis model are reported herein. It is indicate that the major cause of the reduction of strength and shear deformation capacity (ductility) is the sectional-area ratio and the shear buckling of panel zone. Based on the results, some new proposals are presented for the evalution of strength and ductility of panel zone. This paper is also discussed the ductility of connections by current design procedure.