• 한국강구조학회 논문집
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• 제23권1호
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• pp.51-59
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• 2011

높은 축력비가 적용된 무피복 CFT기둥은 보통 중저층 건물에서 2시간 이하의 내화성능을 확보하는데 적용 가능하나, 고층건물에서 요구되는 3시간의 내화성능을 만족시키지는 못한다. 따라서 고층건물에 무피복 CFT기둥을 적용하기 위해서는 추가적인 내화성능 향상방안이 제시되어야 한다. 이에 본 연구에서는 무피복 CFT기둥의 내화성능 향상방안으로써 Double CFT기둥을 설정하였다. 본 연구에서는 실대크기의 무피복 CFT기둥과 Double CFT기둥에 대한 재하가열실험을 수행하였다. 이를 통해, Double CFT기둥의 적용에 따른 내화성능 향상 효과 및 강관의 단면형상 변화에 따른 영향을 비교 평가해 보고자 한다.

• KIEAE Journal
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• 제6권1호
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• pp.25-32
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• 2006

Regarding to the Domestic housing politics to improve residing environment and effective use of country land, apartment buildings have been constructed since early of 1970s. Now apartment is taking over 50% out of entire housing in Korea. In the view point of PV application to the apartment, PV has amny advantages because of the wideness of out-walls and high floors building in APT. Therefore, if APT could use the electricity produced by BIPV, we can solve more easily environment and energy problems caused by housing. The research conclusion by analysing conditions and application method to introduce BIPV application to APT in near future is as below. -The out look of APT has been developed periodically and recently gable roof or canopy is popular which PV installation is more favorable. -For Balcony part with double skin facade sassy window, It has a preferable condition to install on the wall depending on the window direction. -In case of shorter distance between buildings due to high ratio of outside measurement, it is more desirable to install PV on the roof than on the wall of Apartment by considering low solar altitude. -Also depending on the direction of APT building, it is more effective and productive in electricity in the broad surface of side wall of APT. -In case of superhigh floor APT where facade system is mostly double skin facade of curtain wall system, PV module can replace the traditional curtain wall and will reduce architectural materials and obtain various out look design thereof.

• Steel and Composite Structures
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• 제34권6호
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• pp.803-818
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• 2020

Semi-rigid connections with blind bolts could solve the difficulty that traditional high strength bolts were unavailable to splice a steel/composite beam to a closed section column. However, insufficient investigations have focused on the performance of semi-rigid connection to square concrete filled double-skin steel tubular (CFDST) columns. In this paper, a component model was developed to evaluate the mechanical behavior of semi-rigid composite connections to CFDST columns considering the stiffness and strength of column face in compression and column web in shear which were determined by the load transfer mechanism and superstition method. Then, experimental investigations on blind bolted composite joints to square CFDST columns were conducted to validate the accuracy of the component model. Dominant failure modes of the connections were analyzed and this type of joint behaved semi-rigid manner. More importantly, strain responses of CFDST column web and tubes verified that stiffness and strength of column face in compression and column web in shear significantly affected the connection mechanical behavior owing to the hollow part of the cross-section for CFDST column. The experimental and analytical results showed that the CFDST column to steel-concrete composite beam semi-rigid joints could be employed for the assembled structures in high intensity seismic regions.

• 대한조선학회논문집
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• 제28권1호
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• pp.139-149
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• 1991

본연구에서는 이상화구조요소법(理想化構造要素法)을 적용하여 선체구조(船體構造)의 최종(最終) 종강도(縱强度)를 효율적으로 해석할 수 있는 방법을 개발하였다. 이를 위해 2축방향 축력을 받는 판요소(板要素)에 대한 이상화판요소(理想化板要素)를 초기처짐과 잔류응력의 영향 및 국부구조와 전체구조간의 상관효과를 고려하여 정식화하였다. 본 해석법을 이중선각구조(二重船殼構造)로 된 4만톤급 정유운반선(精油運搬船)에 적용하여 초기처짐, 잔류응력 및 재료의 항복응력의 변화에 따른 선각(船殼)거어더의 최종(最終) 종강도(縱强度)를 해석하고, 이들 결과를 바탕으로 종강도(縱强度)측면에서의 잉여강도계수(剩餘强度係數) 및 신뢰성지표(信賴性指標)를 평가하였다.

• Steel and Composite Structures
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• 제39권2호
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• pp.201-213
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• 2021

Currently, there is a lack of research in the design approach to avoid column wall failure in the concrete filled double skin steel tubular (CFDST) column-beam connections. In this paper, a finite element model has been developed and verified by available experimental data to analyze the failure mechanism of CFDST column-beam connections. Various finite element models with different column hollow ratios (χ) were established. The simulation result revealed that with increasing χ the failure mode gradually changed from yielding of end plate, to local failure of the column wall. Detailed parametric analyses were performed to study the failure mechanism of column wall for the CFDST column-beam connection, in which the strength of sandwiched concrete and steel tube and thickness of steel tube were incorporated. An analytical model was proposed to predict the moment resistance of the assembled connection considering the failure of column wall. The simulation results indicate that the proposed analytical model can provided a conservative prediction of the moment resistance. Finally, an upper bound value of χ was recommend to avoid column wall failure for CFDST column-beam connections.

• Steel and Composite Structures
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• 제38권5호
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• pp.547-562
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• 2021

This paper aims to explore the mechanical behavior and moment-rotation model of blind bolted joints between concrete-filled double skin steel tubular columns and steel-concrete composite beams. For this type of joint, the inner tube and sandwiched concrete were additionally identified as basic components compared with CFST blind bolted joint. A modified moment-rotation model for this type of connection was developed, of which the compatibility condition and mechanical equilibrium were employed to determine the internal forces of basic components and neutral axis. Following this, load transfer mechanism among the inner tube, sandwiched concrete and outer tube was discussed to assert the action area of the components. Subsequently, assembly processes of basic coefficients in terms of their stiffness and resistances based on the component method by simplifying them as assemblages of springs in series or in parallel. Finally, an experimental investigation on four substructure joints with CFDST columns for validation purposes was carried out to capture the connection details. The predicted results derived from the mechanical models coincided well with the experimental results. It is demonstrated that the proposed mechanical model is capable of evaluating the complete moment-rotation relationships of blind bolted CFDST column composite connections.

• Steel and Composite Structures
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• 제42권3호
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• pp.325-351
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• 2022

This paper studies the lateral impact behavior of ultra-high performance fiber-reinforced concrete (UHPFRC) filled double-skin steel tubular (UHPFRCFDST) columns. The impact force, midspan deflection, and strain histories were recorded. Based on the test results, the influences of drop height, axial load, concrete type, and steel tube wall thickness on the impact resistance of UHPFRCFDST members were analyzed. LS-DYNA software was used to establish a finite element (FE) model of UHPFRC filled steel tubular members. The failure modes and histories of impact force and midspan deflection of specimens were obtained. The simulation results were compared to the test results, which demonstrated the accuracy of the finite element analysis (FEA) model. Finally, the effects of the steel tube thickness, impact energy, type of concrete and impact indenter shape, and void ratio on the lateral impact performances of the UHPFRCFDST columns were analyzed.

• Wind and Structures
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• 제35권3호
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• pp.213-227
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• 2022

The design of a building is a complex process that encompasses different fields: one of the most relevant is nowadays the energetic one, which has led to the introduction of new typologies of building envelopes. Among them, the Permeable Double Skin Façades (PDSF) are capable to reduce the solar impact and so to improve the energetic performances of the building. However, the aerodynamic characterization of a building with a PDSF is still little investigated in the current literature. The present paper proposes an experimental study to highlight the modifications induced by the outer porous façade in the aerodynamics of a building. A dedicated wind tunnel study is conducted on a rigid model of a prismatic high-rise building, where different façade configurations are tested. Specifically, the single-layer façade is compared to two PDSFs, the former realized with perforated metal and the latter with expanded metal. Outcomes of the tests allow estimating the cladding loads for all the configurations, quantifying the shielding effects ascribable to the porous layers that are translated in a significant reduction of the design pressure that could be up to 50%. Moreover, the impact of the PDSFs on the vortex shedding is investigated, suggesting the capability of the façade to suppress the generation of synchronised vortices and so mitigate the structural response of the building.

• Steel and Composite Structures
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• 제47권6호
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• pp.759-779
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• 2023

The paper proposes two hybrid metaheuristic optimization and artificial neural network (ANN) methods for the close prediction of the ultimate axial compressive capacity of concentrically loaded concrete filled double skin steel tube (CFDST) columns. Two metaheuristic optimization, namely genetic algorithm (GA) and particle swarm optimization (PSO), approaches enable the dynamic training architecture underlying an ANN model by optimizing the number and sizes of hidden layers as well as the weights and biases of the neurons, simultaneously. The former is termed as GA-ANN, and the latter as PSO-ANN. These techniques utilize the gradient-based optimization with Bayesian regularization that enhances the optimization process. The proposed GA-ANN and PSO-ANN methods construct the predictive ANNs from 125 available experimental datasets and present the superior performance over standard ANNs. Both the hybrid GA-ANN and PSO-ANN methods are encoded within a user-friendly graphical interface that can reliably map out the accurate ultimate axial compressive capacity of CFDST columns with various geometry and material parameters.

• 대한조선학회논문집
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• 제28권1호
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• pp.125-138
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• 1991

본 연구에서는 이상화구조요소법(理想化構造要素法)을 적용하여 좌초시(坐礁時) 이중저구조(二重底構造)의 손상(損傷) 및 강도(强度)를 효율적으로 해석할 수 있는 방법을 개발하였다. 또한 좌초사고(坐礁事故) 발생시에 이중저구조(二重底構造)의 내저판(內底板)이 손상을 받지 않기 위해 필요한 최소한도의 이중저높이, 즉 유효이중저(有效二重底) 높이의 결정법도 제안하였다. 이중저구조모델에 대한 기존의 실험(實驗) 및 탄소성대변형(彈塑性大變形) 유한요소해석(有限要素解析) 결과와 본해석법에 의한 해석결과를 비교하여 본해석법의 정도(精度)와 효율성(效率性)을 확인하였다. 다음으로, 본 해석법을 이중선각(二重船殼) 구조설계개념(構造設計槪念)을 바탕으로 설계된 4만톤급 정유운반성(精油運搬船)의 좌초문제(坐礁問題)에 적용하여 이중저구조의 수직부재(垂直部材) 간격 및 판두께와 이중저높이 등이 좌초시(坐礁時) 손상(損傷)에너지 흡수능력에 미치는 영향을 고찰하였으며, 또한 이들결과를 바탕으로 각 설계인자의 변화에 따른 최소이중저(最小二重底) 높이를 계산하였다.