[Progress and prospect of separation and analysis of single-cell and single-particle exosomes]. [PDF]
Se PuBu AX, Wu GY, Hu LH.
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Zhongguo Xiu Fu Chong Jian Wai Ke Za Zhi, 2019 Li G +11 more
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Sheng Wu Yi Xue Gong Cheng Xue Za ZhiWei T, Chen L, Hu H, Yang J.
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[Application of plasma-mediated bipolar radiofrequency ablation debridement in treatment with retention of internal fixation for early postoperative infection of fractures of extremities]. [PDF]
Zhongguo Xiu Fu Chong Jian Wai Ke Za Zhi, 2017 Lu Y +6 more
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[Validation of a C57/BL6J mouse model of focal cerebral ischemia established by electrocoagulation of the middle cerebral artery]. [PDF]
Nan Fang Yi Ke Da Xue Xue BaoKang Y, Tang D, Zhang J, Xia Q.
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Jianzhu 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，完成了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，试件双钢板屈曲程度加剧，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
[Research progress on emotion recognition by combining virtual reality environment and electroencephalogram signals]. [PDF]
Sheng Wu Yi Xue Gong Cheng Xue Za ZhiYang W, Xu K.
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Jianzhu Gangjiegou Jinzhan钢板剪力墙的拉力场对框架柱有不利的横向作用，易引发柱的提前破坏，并且墙板对框架梁的弯曲变形存在嵌固作用，使得塑性铰难以发展，不易实现“强柱弱梁”。针对这一问题，提出了一种外接撑杆钢板剪力墙结构，由撑杆、内框架和墙板组成。其中的内框架与墙板构成钢板剪力墙单元，通过撑杆与主框架相连后形成抗侧力结构。该结构利用钢板剪力墙单元的屈曲后拉力场提供主要的抗侧刚度和承载力，并通过撑杆将拉力场作用力直接传递至主框架梁柱节点，从而消除了其对框架柱的不利影响，同时避免了墙板对框架梁的嵌固作用 ...
余卫铮 +5 more
doaj
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浙江佛学院二期是用现代建筑语言进行建设的大型宗教建筑。须弥山及兜率天宫为本工程的核心部分，须弥山为混凝土剪力墙结构，外形为圆筒形状，高度为56.85 m，须弥山顶部设置大平台，由24榀平面悬挑桁架组成，桁架最大悬挑尺寸为22.5 m，悬挑桁架根部支撑于环向布置的24根钢骨混凝土柱上。兜率天宫为钢框架结构，高度为33 m，其最外侧钢柱通过混凝土环梁竖向转换，中间钢柱通过混凝土牛腿与须弥山混凝土筒体连接，最内侧钢柱落在大跨度钢梁上。本工程下部须弥山采用混凝土剪力墙结构，上部兜率天宫采用钢框架结构 ...
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