[Design and performance study of bone trabecular scaffolds based on triply periodic minimal surface method]. [PDF]
Sheng Wu Yi Xue Gong Cheng Xue Za ZhiMen Y, Tang S, Chen W, Liu F, Zhang C.
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Multidrug-resistant Burkholderia pseudomallei pneumonia misdiagnosed as tuberculosis: A case report. [PDF]
Zhong Nan Da Xue Xue Bao Yi Xue BanZhou Q, Gao Y, Liang Y.
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[Analysis of Risk Factors for Meningeal Metastasis in Patients with Lung Adenocarcinoma Following Non-surgical Interventions]. [PDF]
Zhongguo Fei Ai Za ZhiYue Y +11 more
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[Progress in enrichment methods for protein N-phosphorylation]. [PDF]
Se PuJiang B +5 more
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[Design of nonlinear locking mechanism for shape memory alloy archwire of miniature orthodontic device]. [PDF]
Sheng Wu Yi Xue Gong Cheng Xue Za ZhiDai Q +5 more
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[Biocompatibility of 3D printed biodegradable WE43 magnesium alloy scaffolds and treatment of bone defects]. [PDF]
Beijing Da Xue Xue Bao Yi Xue BanMin S, Tian Y.
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[Simultaneous determination of four N-lauryl amino acid surfactants in facial cleansers by high performance liquid chromatography-ultraviolet detection]. [PDF]
Se PuZhuo W, Tang J, Liang J, Cao R.
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, 2015 为了研究活性粉末混凝土(RPC)梁柱节点的抗震性能,本文运用有限元软件ABAQUS,对22个RPC梁柱节点进行分析,得到各节点的滞回曲线和骨架曲线,研究柱端轴压比、节点核芯区箍筋配筋率和梁、柱纵筋配筋率对RPC梁柱节点的滞回特性、延性、承载力等抗震性能的影响规律.研究发现,RPC梁柱节点与高强混凝土梁柱节点受力变化规律基本一致.随着轴压比的增加,RPC梁柱节点延性显著下降,当轴压比低于0.6时,构件极限承载力随轴压比增加而增加,当轴压比高于0.6时,构件极限承载力开始呈现下降趋势 ...
鞠彦忠, 李春雨, 王德弘
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