空间结构
空間結構
공간결구
SPATIAL STRUCTURES
2012年
1期
92-96
,共5页
徐向东%马克俭%张华刚%田子东%梁凡凡
徐嚮東%馬剋儉%張華剛%田子東%樑凡凡
서향동%마극검%장화강%전자동%량범범
空腹夹层网壳%基频%振型%矢跨比
空腹夾層網殼%基頻%振型%矢跨比
공복협층망각%기빈%진형%시과비
open web sandwich shell%fundamental frequency%vibration models%rise-to-span ratio
空腹夹层网壳是一种新型的曲面空间网格结构,它是由空腹网架结构演化而来.为了探究此类结构的动力特性,本文采用空间梁单元,通过参数化分析方法计算了大量算例,讨论了矢跨比、网壳厚度、网格划分频数以及弦层刚度对其动力特性的影响.为了使计算结果具有可比性,本文对所有计算算例施加相同的外部荷载.分析表明,矢跨比和厚跨比对空腹夹层网壳的动力特性有明显影响,但是网格划分频数及弦层刚度对结构的动力特性影响并不明显.
空腹夾層網殼是一種新型的麯麵空間網格結構,它是由空腹網架結構縯化而來.為瞭探究此類結構的動力特性,本文採用空間樑單元,通過參數化分析方法計算瞭大量算例,討論瞭矢跨比、網殼厚度、網格劃分頻數以及絃層剛度對其動力特性的影響.為瞭使計算結果具有可比性,本文對所有計算算例施加相同的外部荷載.分析錶明,矢跨比和厚跨比對空腹夾層網殼的動力特性有明顯影響,但是網格劃分頻數及絃層剛度對結構的動力特性影響併不明顯.
공복협층망각시일충신형적곡면공간망격결구,타시유공복망가결구연화이래.위료탐구차류결구적동력특성,본문채용공간량단원,통과삼수화분석방법계산료대량산례,토론료시과비、망각후도、망격화분빈수이급현층강도대기동력특성적영향.위료사계산결과구유가비성,본문대소유계산산례시가상동적외부하재.분석표명,시과비화후과비대공복협층망각적동력특성유명현영향,단시망격화분빈수급현층강도대결구적동력특성영향병불명현.
The open web sandwich shell is a new structure system which is developed from the open web lattice grids.In this paper,a large number of examples are analyzed by using parametric analysis method and space beam element.The dynamic properties of the structureeffected by rise-to-span ratio,grid frequency,thickness and stiffness of the layer is discussed.All examples are based on the same principle of the total load so as to make the results comparable.Analysis shows that the rise-to-span ratio and thickness-to-span ratio affect the dynamic behavior significantly.The frequency grid division and the stiffness of upper and lower chords have little effect on dynamic behavior.