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Winkler地基上加肋板的弹性分析 被引量:1
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作者 邓安福 吕镇江 干腾君 《重庆建筑大学学报》 CSCD 1998年第5期5-9,共5页
把加肋板分成板和肋梁两个部分,板作为Winkler地基上的板,用边界元方法分析;肋梁作为连续梁,用有限元方法分析,利用肋梁结点处力的平衡和位移的协调关系进行耦合求解。
关键词 加肋梁 WINKLER地基 弹性地基 弹性分析
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Experimental study on mechanical property of stiffening-ribbed-hollow-pipe cast-in place reinforced concrete girderless floor 被引量:4
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作者 YANG Wei-jun ZHANG Zhen-hao LIU Chen-wei 《Journal of Civil Engineering and Architecture》 2009年第3期59-69,共11页
Stiffening-ribbed-hollow-pipe cast-in place reinforced concrete girderless floor is a new-style hollow girderless floor system. Model experimental researches of simply-supported floor and four-corners bearing floor ha... Stiffening-ribbed-hollow-pipe cast-in place reinforced concrete girderless floor is a new-style hollow girderless floor system. Model experimental researches of simply-supported floor and four-corners bearing floor have been done on this new kind of floor system in this paper. The experiment results show that the floor system has good mechanical property such as high bearing capacity, big rigidity and good tensility. A theoretical method is presented in this paper that the stiffening-ribbed-hollow-pipe girderless floor can be analyzed by being converted equivalently to orthotropic solid slab. It is indicated that the method is correct and reasonable according to the contrast between theoretical calculated results and experimental measured results. The theoretical results coincide with the measured results well. 展开更多
关键词 stiffening ribbed hollow pipe cast-in place reinforced concrete girderless floor experiment analogous orthotropic plate RIGIDITY
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