全部文献期刊会议图书|学者科研项目
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作者:Yang Ding , Xiaoran Song , Hai-Tao Zhu
来源:[J].Journal of Constructional Steel Research(IF 1.327), 2017, Vol.129, pp.129-140
摘要:Abstract(#br)The paper presents a probabilistic analysis of steel-concrete composite floor against progressive collapse considering uncertainties in strength and ductility of steel connections. Using component-based connection model, an analytical framework for developing probabi...
作者:Jiepeng Liu , Liang Cao , Y. Frank Chen
来源:[J].Journal of Engineering Mechanics(IF 1.116), 2020, Vol.146 (4)
摘要:AbstractAn accurate determination on the acceleration response of a long-span and lightweight steel-concrete composite floor is essential for assessing the floor’s human-induced vibration serviceability, in which the interaction between human and structure should be considere...
作者:Junjie Wang , Wei Wang , Xudong Qian
来源:[J].Engineering Structures(IF 1.713), 2019, Vol.200
摘要:... This research develops a practical modeling routine to upscale the material shear fracture model in the collapse simulation of a large-scale floor system. The calibration and validation of the material shear fracture model employ five types of plate coupon specimens with sign...
作者:Piotr Lacki , Przemysław Kasza , Konrad Adamus
来源:[J].Composite Structures(IF 2.231), 2019, Vol.222
摘要:Abstract(#br)The paper contains a numerical analysis of a steel-concrete composite beam with a composite dowel. The connector is a contoured part of the web in a half of the steel section. In the first part of the work, the composite beam was analytically designed in accordance w...
作者:Giovanni Brambilla , Monica Lavagna , George Vasdravellis ...
来源:[J].Resources, Conservation & Recycling(IF 2.319), 2019, Vol.141, pp.133-142
摘要:Abstract(#br)This paper presents an assessment and quantification of the environmental impacts arising from different steel-concrete composite floor systems. In particular, a demountable composite floor system using pretensioned high-strength friction grip bolts as shear connecto...
作者:Piotr Lacki , Przemysław Kasza , Anna Derlatka
来源:[J].Civil and Environmental Engineering Reports, 2017, Vol.27 (4), pp.43-53
摘要:Abstract The aim of the work was to perform numerical analysis of a steel-concrete composite floor located in a LIPSK type building. A numerical model of the analytically designed floor was performed. The floor was in a six-storey, retail and service building. The thickness ...
作者:Yasser Alashker , Sherif El-Tawil , Fahim Sadek
来源:[J].Journal of Structural Engineering(IF 1.206), 2010, Vol.136 (10), pp.1187-1196
摘要:This paper discusses the progressive collapse resistance of steel-concrete composite floors in which steel beams are attached to columns through shear tabs. This is a common type of system used for the gravity bay portions of steel buildings. The study is conducted using computat...
作者:Liu Jiepeng , Cao Liang , Chen Y. Frank
来源:[J].Journal of Engineering Mechanics(IF 1.116), 2020, Vol.146 (4), pp.04020007-04020007
摘要:An accurate determination on the acceleration response of a long-span and lightweight steel-concrete composite floor is essential for assessing the floor’s human-induced vibration serviceability, in which the interaction between human and structure should be considered. In...

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