• 한국구조물진단유지관리공학회 논문집
• /
• 제24권1호
• /
• pp.8-15
• /
• 2020

이 논문에서는 최근 사회적인 이슈로 대두된 바닥충격음 중 특히 중량충격음을 저감시키기 위한 방법의 일환으로, 바닥슬래브의 두께를 증가시키는 기존의 방식과는 달리 평판형 슬래브에 장선을 설치하여 바닥슬래브의 강성을 증가시킴으로써 고유진동수의 이동을 통한 중량충격음의 저감 효과를 기대할 수 있는 장선바닥슬래브를 제안하고, 장선의 춤과 간격에 따른 중량충격음 특성을 해석적으로 분석하였다. 해석결과, 장선슬래브의 슬래브 두께가 증가할수록 음압레벨이 감소하는 경향을 나타내었으나 일정 두께 이상에서는 큰 차이를 보이지 않아 바닥두께 증가로 인한 중량충격음 차단 기대효과에는 임계치가 있을 것으로 판단된다. 또한 장선 춤의 증가와 간격 감소에 따른 바닥강성의 증가는 일관된 중량충격음 차단성능의 증가로 이어지지 않아 최적의 중량충격음 차단성능을 기대하기 위해서는 주택의 유형별로 각기 다른 장선 춤과 간격이 적용되어야 할 것으로 판단되며, 100mm 정도 장선 춤의 증가나 간격 감소로 약 1dB~2dB정도의 중량충격음 감소효과를 얻을 수 있을 것으로 기대된다.

• Steel and Composite Structures
• /
• 제6권3호
• /
• pp.237-255
• /
• 2006

This paper presents a novel analytical formulation for the analysis of composite beams with partial shear interaction stiffened by a bolted longitudinal plate accounting for time effects, such as creep and shrinkage. The model is derived by means of the principle of virtual work using a displacement-based formulation. The particularity of this approach is that the partial interaction behaviour is assumed to exist between the top slab and the joist as well as between the joist and the bolted longitudinal stiffening plate, therefore leading to a three-layered structural representation. For this purpose, a novel finite element is derived and presented. Its accuracy is validated based on short-and long-term analyses for the particular cases of full shear interaction and partial shear interaction of two layers for which solutions in closed form are available in the literature. A parametric study is carried out considering different stiffening arrangements to investigate the influence on the short-and long-term behaviour of the composite beam of the shear connection stiffness between the concrete slab and the steel joist, the stiffness of the plate-to-beam connection, the properties of the longitudinal plate and the concrete properties. The values of the deflection obtained from the finite element simulations are compared against those calculated using the effective flexural rigidity in accordance with EC5 guidelines for the behaviour of elastic multi-layered beams with flexible connection and it is shown how the latter well predicts the structural response. The proposed numerical examples highlight the ease of use of the proposed approach in determining the effectiveness of different retrofitting solutions at service conditions.

• Steel and Composite Structures
• /
• 제44권4호
• /
• pp.545-555
• /
• 2022

Empirical relationships that capture the nonlinear behavior of headed steel shear stud anchors have been derived from standard push out tests, where the specimens are comprised of large wide flanged steel sections attached to flat concrete slabs via the anchors. However, many composite systems used in practice utilize much smaller steel members and/or steel decking as part of the slab system. Composite open web steel joist systems generally include both of these elements and consequently the nonlinear performance ofthe anchor is not accurately represented by existing models. In this paper, a new empirical relation is presented for open web steel joist systems based on experimental results from a modified push out test that more realistically represent a composite open web steel joist system. The methodology for obtaining the proposed nonlinear function where the response of the system is characterized by two parameters(α and β) is presented. The two-step process for obtaining the two parameters is described and the empirical relation is calibrated with the experimental data. In comparison with existing expressions, the new proposal herein more accurately predicts the high initialstiffness of the system and overall nonlinear system performance.

• 한국구조물진단유지관리공학회 논문집
• /
• 제14권1호
• /
• pp.148-155
• /
• 2010

본 연구는 지하주차장 건물의 바닥구조를 구성하기 위한 방안으로서 프리스트레스를 도입한 일방향 장선구조인 MRS공법을 제안하고, MRS공법의 연속단 접합부에 대한 구조실험을 수행함으로써 휨거동 특성과 접합상세의 적정성을 평가하였다. 연속단 접합부는 4개의 실험체를 제작하였으며, 연속단 접합부에 부모멘트가 작용하도록 실험을 수행하였다. 실물크기로 제작한 MRS 연속단 접합부는 접합부의 구조상세와 상관없이 충분한 휨강성의 발현과 함께 연성적인 휨파괴 거동을 보여주었다. 특히 지붕층에 위치한 MRS 연속단 접합부는 큰 값의 부모멘트를 저항하기 위한 인장철근의 양을 최대철근비 이하로 설계할 수 있으며, 최종파괴 모드는 휨에 의해 지배되는 거동특성을 보여주었다. 따라서 제안된 MRS공법은 우수한 지압성능과 연속단 구축이 용이한 접합부 상세를 갖는 것으로 평가되었다.

• International Journal of Concrete Structures and Materials
• /
• 제7권1호
• /
• pp.51-59
• /
• 2013

The use of light-gauge steel framing in low-rise commercial and industrial building construction has experienced a significant increase in recent years. In such construction, the wall framing is an assembly of cold-formed steel (CFS) studs held between top and bottom CFS tracks. Current construction methods utilize heavy hot-rolled steel sections, such as steel angles or hollow structural section tubes, to transfer the load from the end seats of the floor joist and/or from the load-bearing wall studs of the stories above to the supporting load-bearing wall below. The use of hot rolled steel elements results in significant increase in construction cost and time. Such heavy steel elements would be unnecessary if the concrete slab thickening on top of the CFS wall can be made to act compositely with the CFS track. Composite action can be achieved by attaching stand-off screws to the track and encapsulating the screw shank in the deck concrete. A series of experimental studies were performed on full-scale test specimens representing concrete/CFS flexural elements under gravity loads. The studies were designed to investigate the structural performance of concrete/CFS simple beams and concrete/CFS continuous headers. The results indicate that concrete/CFS composite flexural elements are feasible and their structural behavior can be modeled with reasonable accuracy.