Results 91 to 100 of about 1,038 (145)

[Finite element analysis of tibial and femoral resection configurations on varus alignment in total knee arthroplasty]. [PDF]

open access: yesSheng Wu Yi Xue Gong Cheng Xue Za Zhi
Liang C   +8 more
europepmc   +1 more source

距厚比对装配式SCCT剪力墙轴压性能影响研究

open access: yesJianzhu Gangjiegou Jinzhan
为研究距厚比对装配式钢-混凝土组合管(SCCT)剪力墙轴压性能影响,本文设计了6个剪力墙试件的轴压性能试验,分析了试件的破坏形态、应变发展、承载能力和位移延性;基于试验并考虑钢板的初始缺陷,建立SCCT剪力墙的精细化有限元模型,并以距厚比为关键参数进行数值分析。结果表明:钢板厚度相同时,随着距厚比的增大,试件钢板屈曲程度加剧,轴压承载力和刚度减小,位移延性略有提高;基于距厚比与钢板厚度、材料强度的正交分析,建议SCCT剪力墙的距厚比取值不超过80;当含钢率相同时 ...
庞瑞   +5 more
doaj  

[Design and analysis of human arm pathological tremor simulation system]. [PDF]

open access: yesSheng Wu Yi Xue Gong Cheng Xue Za Zhi
He Z, Liu H, Liu Q, Jiang Y, Zhu Z.
europepmc   +1 more source

间断焊接包管加固圆钢管构件轴压极限承载力研究

open access: yesJianzhu Gangjiegou Jinzhan
为研究间断焊接包管加固杆件的轴心受压性能,设计了13组试件进行单调加载静力试验。对试件极限承载力、破坏模式、荷载-位移曲线和截面应变发展规律进行分析,对比了负载加固与非负载加固对试件极限承载力的影响。结果表明:包管构件的破坏模式可分为整体失稳破坏和内管外伸段强度破坏;包管构件内外管协同工作、共同受力,内管和外管都在屈服后发生整体失稳破坏;负载加固与非负载加固试件的极限承载力基本一致,相差2.2%,非负载加固试件与未加固试件相比,极限承载力最大提高了479.9 ...
孟文清   +5 more
doaj  

[Biomechanical study of lumbar vertebra during gait cycle in adolescent idiopathic scoliosis]. [PDF]

open access: yesSheng Wu Yi Xue Gong Cheng Xue Za Zhi
Wang Y   +7 more
europepmc   +1 more source

带水平加劲肋PEC墙-钢梁刚接节点极限承载力

open access: yesJianzhu Gangjiegou Jinzhan
部分包覆钢-混凝土组合(Partially encased composite,PEC)墙在装配式建筑领域具有广阔的应用前景,但其节点承载力尚待进一步深入研究。对带水平加劲肋PEC墙-钢梁刚接节点受力性能进行研究,基于既有试验验证有限元模拟的准确性,考察水平加劲肋厚度、柱间腹板厚度、暗柱截面高度和暗柱横隔板间距等参数对节点承载力的影响,根据节点受力机理和有限元分析结果,提出带水平加劲肋PEC墙-钢梁刚接节点极限承载力计算式。研究表明,计算值与有限元结果吻合良好,适用于带水平加劲肋PEC墙 ...
张咸昌   +4 more
doaj  

[Simulation analysis of adaptability of large airborne negative pressure isolation cabin to aviation conditions]. [PDF]

open access: yesSheng Wu Yi Xue Gong Cheng Xue Za Zhi
Guo L   +7 more
europepmc   +1 more source

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