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工字形截面钢板组合剪力墙抗震性能试验

华中科技大学学报（自然科学版） 2019年第6期47卷 104-108页

作者：武海鹏曹万林董宏英北京工业大学城市与工程安全减灾教育部重点实验室

为研究工字形截面钢管混凝土边框钢板组合剪力墙的抗震性能,进行了3个试件在轴向压力和水平往复荷载作用下的低周反复荷载试验,分析了腹板墙体内藏单钢板、内藏单钢板及钢筋暗撑、外包双钢板等不同构造对其抗震性能的影响.试验研究表明... 详细信息

为研究工字形截面钢管混凝土边框钢板组合剪力墙的抗震性能,进行了3个试件在轴向压力和水平往复荷载作用下的低周反复荷载试验,分析了腹板墙体内藏单钢板、内藏单钢板及钢筋暗撑、外包双钢板等不同构造对其抗震性能的影响.试验研究表明:设置钢筋暗撑可提高工字形截面钢管混凝土边框内藏钢板组合剪力墙的承载力、变形和耗能能力,但用钢量相对较大;将内藏钢板及分布钢筋等含钢率转换为外包双钢板后,其承载力、刚度有所降低,但变形能力有较大增强;工字形截面钢管混凝土边框钢板组合剪力墙具有良好的屈服机制和多道抗震防线,适用于高层及超高层建筑抗震设计.

关键词：工字形截面钢管混凝土边框钢板组合剪力墙抗震性能变形能力

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复合材料层合板低速冲击下剩余强度的评价

材料导报 2020年第S2期34卷 598-602页

作者：武海鹏王威力哈尔滨玻璃钢研究院有限公司哈尔滨150029

针对碳-碳纤维、碳-玻璃纤维及碳-玻璃纤维-泡沫夹芯复合材料层合板在低速冲击下的损伤情况开展研究,采用理论模型分析、试验验证、有限元分析相结合,评估了层合板的剩余强度。利用能量原理建立复合材料层合板受到低速冲击的应力分布,... 详细信息

针对碳-碳纤维、碳-玻璃纤维及碳-玻璃纤维-泡沫夹芯复合材料层合板在低速冲击下的损伤情况开展研究,采用理论模型分析、试验验证、有限元分析相结合,评估了层合板的剩余强度。利用能量原理建立复合材料层合板受到低速冲击的应力分布,通过数值模拟渐进损伤时层合板的剩余强度,并对复合材料层合板试件冲击前后的性能进行了测试,最终数值结果和试验值吻合良好,同时分析了纤维种类、层合板结构形式对复合材料层合板损伤容限的影响。

关键词：层合板低速冲击损伤容限剩余强度

体外预应力FRP筋混凝土梁受力性能的试验研究

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矿业科学学报 2023年第6期8卷 780-790页

作者：吴丽丽马媛媛杨家琦武海鹏中国矿业大学(北京)力学与土木工程学院北京100083

为了研究体外预应力复合材料筋混凝土梁的破坏特征和承载性能,对12根全FRP筋试验梁开展了三分点加载试验,其中体外预应力筋为碳纤维增强复合材料(CFRP)筋,受力筋和箍筋采用玻璃纤维增强复合材料(GFRP)筋。对比分析预应力水平、剪跨比、... 详细信息

为了研究体外预应力复合材料筋混凝土梁的破坏特征和承载性能,对12根全FRP筋试验梁开展了三分点加载试验,其中体外预应力筋为碳纤维增强复合材料(CFRP)筋,受力筋和箍筋采用玻璃纤维增强复合材料(GFRP)筋。对比分析预应力水平、剪跨比、混凝土种类等因素变化对GFRP筋混凝土梁承载力的影响,推导了包含预应力筋应力增量影响的受弯承载力表达式,并将计算结果与试验结果进行对比。结果表明,无预应力梁的破坏主要由变形控制,施加预应力梁的破坏由变形控制转变为承载力控制。预应力FRP筋混凝土梁跨中挠度与预应力增量基本呈正比例关系。FRP筋梁承载力随剪跨比的增大而减小,且剪跨比对开裂荷载的影响更显著。混凝土种类对预应力梁开裂荷载的影响大,而对无预应力梁的开裂荷载和极限荷载影响较小。本文推导的预应力FRP筋混凝土梁承载力计算结果与实测值吻合较好。

关键词：体外预应力 FRP筋承载性能极限状态变形预应力水平

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变截面波形钢腹板组合箱梁剪应力及剪力传递效率分析

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郑州大学学报（工学版） 2017年第2期38卷 83-87页

作者：武海鹏李杰陈淮郑州大学土木工程学院河南郑州450001

依据变截面波形钢腹板组合箱梁特点,考虑梁高、底板厚度的变化,从弹性微元段的受力平衡出发,推导钢腹板剪应力计算公式,结果表明,箱梁剪力由混凝土顶、底板和波形钢腹板共同承担,变截面波形钢腹板梁中的剪应力除了由截面剪力引起外,还... 详细信息

依据变截面波形钢腹板组合箱梁特点,考虑梁高、底板厚度的变化,从弹性微元段的受力平衡出发,推导钢腹板剪应力计算公式,结果表明,箱梁剪力由混凝土顶、底板和波形钢腹板共同承担,变截面波形钢腹板梁中的剪应力除了由截面剪力引起外,还包括有截面弯矩和轴力引起的附加剪应力;通过与等截面计算公式和有限元数值计算结果对比验证,表明笔者给出的计算公式具有较高计算精度;最后在此基础上考虑3种荷载工况,给出一变截面波形钢腹板箱梁的剪力传递效率.

关键词：变截面波形钢腹板组合箱梁剪应力剪力传递效率

轴压及轴拉作用下异形截面多腔钢管混凝土巨型柱抗震性能试验研究

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建筑结构学报 2015年第S1期36卷 199-206 354,354页

作者：曹万林武海鹏张建伟董宏英北京工业大学建筑工程学院北京100124

结合超高层建筑巨型柱框架设计需要,进行了6个缩尺比为1∶25的六边六腔体钢管混凝土巨型柱模型试件低周反复荷载试验,试件设计时考虑了罕遇地震作用下巨型柱交替出现较大轴压力和较大轴拉力的工况,同时考虑了地震水平作用方向,沿截面长... 详细信息

结合超高层建筑巨型柱框架设计需要,进行了6个缩尺比为1∶25的六边六腔体钢管混凝土巨型柱模型试件低周反复荷载试验,试件设计时考虑了罕遇地震作用下巨型柱交替出现较大轴压力和较大轴拉力的工况,同时考虑了地震水平作用方向,沿截面长轴、短轴和45°方向加载。分析了6个试件的破坏特征、滞回特性、骨架曲线、承载力、延性、刚度退化、耗能和应变等。采用ABAQUS软件建立了有限元分析模型。研究表明:异形截面多腔钢管混凝土柱,沿截面长轴方向加载较其他方向加载试件的承载力平均提高了29.4%,耗能能力平均提高了6.8%;沿截面45°方向加载的试件,其抗震性能介于沿长轴与短轴加载的试件之间;轴拉下试件比轴压下试件承载力平均降低了8.4%,耗能能力平均降低了16.1%;6个试件的屈服位移角均值为1/82,最大弹塑性位移角均值为1/18,具有良好的变形能力;有限元分析模型较好地模拟了其受力过程。

关键词：多腔钢管混凝土柱异形截面轴向拉力低周反复荷载试验有限元分析抗震性能

轴拉力作用下异形截面多腔钢管混凝土巨型分叉柱抗震性能试验研究

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建筑结构学报 2018年第7期39卷 84-94页

作者：武海鹏乔崎云曹万林殷飞李翔宇北京工业大学城市与工程安全减灾教育部重点实验室北京100124 北京工业大学力学博士后流动站北京100124

针对某超高层建筑巨型柱在罕遇地震作用下轴向受拉的情况,研究了异形截面多腔钢管混凝土巨型分叉柱抗震性能,考虑水平力作用方向和分叉界面下一层构造的影响,进行了4个模型试件的低周反复荷载试验。试验结果表明：分叉柱的破坏大多发生... 详细信息

针对某超高层建筑巨型柱在罕遇地震作用下轴向受拉的情况,研究了异形截面多腔钢管混凝土巨型分叉柱抗震性能,考虑水平力作用方向和分叉界面下一层构造的影响,进行了4个模型试件的低周反复荷载试验。试验结果表明：分叉柱的破坏大多发生在截面突变的分叉界面处,其水平力-位移角滞回曲线饱满程度一般,但无明显捏拢现象;分叉柱均出现了承载能力退化现象;分叉柱的变形和耗能主要在上柱部分,并随位移的增大,所占比例提高;较沿截面短轴方向加载,沿截面长轴方向加载时分叉柱的抗震性能明显提高;分叉界面下一层增加腔体加强的分叉柱较未加强分叉柱的承载力提高16.6%～29.7%,极限位移角增大13.1%～13.2%,位移角为1%时综合耗能提高10.0%～16.7%。

关键词：多腔钢管混凝土柱分叉柱异形截面轴向拉力拟静力试验抗震性能

Ballistic performances of the hourglass lattice sandwich structures under high-velocity fragments

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Defence Technology（防务技术） 2024年第1期31卷 312-325页

作者： He-xiang wu Jia Qu Lin-zhi wu Key Laboratory of Advanced Ship Materials and Mechanics College of Aerospace and Civil EngineeringHarbin Engineering UniversityHarbin150001China School of Civil Engineering Northeast Forestry UniversityHarbin150040China

In this paper,the numerical simulation method is used to study the ballistic performances of hourglass lattice sandwich structures with the same mass under the vertical incidence of *** is paid to elucidating the influences of rod cross-section dimensions,structure height,structure layer,and rod inclination angle on the deformation mode,ballistic performances,and ability to change the ballistic direction of *** results show that the ballistic performances of hourglass lattice sandwich structures are mainly affected by their structural *** this respect,structural parameters optimization of the hourglass lattice sandwich structures enable one to effectively improve their ballistic limit velocity and,consequently,ballistic performances.

关键词： Hourglass lattice sandwich structures Ballistic performances high-velocity Finite element analysis

Electroacupuncture Alleviates HIF1-α-mediated Early Mitophagy in Spinal Cord Injury

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Clinical Complementary Medicine and Pharmacology 2024年第1期4卷 26-35页

作者： Rong Hu Xingying wu Kelin He Mengting Shi haipeng Xu Yi Chen Bowen Chen Lei wu Ruijie Ma Kang Liang Key Laboratory of Acupuncture and Neurology of Zhejiang Province The Third School of Clinical Medicine(School of Rehabilitation Medicine)Zhejiang Chinese Medical UniversityHangzhou 310053ZhejiangChina Department of Acupuncture and Moxibustion The Third Affiliated Hospital of Zhejiang Chinese Medical University(Zhongshan Hospital of Zhejiang Province)Zhejiang Chinese Medical UniversityHangzhou 310053ZhejiangChina

Background:The inhibitory microenvironment around spinal cord injury(SCI)severely restricted functional repair after *** was one of the important measures to maintain cellular homeostasis and ensure the harmonious nerve cell ***-inducible factor1α(HIF1-α)can mediate mitochondrial autophagy in neurodegenerative diseases,but the mechanisms are complex and diverse,which need to be further *** plays a significant role in improving the neural microenvironment after spinal cord injury,promote long-term neurological function recovery in SCI patients,but whether electroacupuncture can participate in HIF1-α mediated mitophagy remains ***:Investigated the effects of HIF1-α on mitochondrial autophagy in rats with spinal cord contusion and the potential mechanism of ***:Following the successful construction of an SCI model of Sprague-Dawley rat utilizing a modified Allen method,electroacupuncture intervention was performed at T9 and T11 Jiaji acupoint(EX-B2),with further molecular biology and morphology examined by *** observe the effect of HIF1-α on local damage repair,the stereotypic injection of Hif1a knockdown virus was performed,and the changes of mitophagy in damaged local area was detected employing Western blotting,real-time fluorescence quantitative PCR,immunofluorescence,transmission electron microscopy and Nissl ***:HIF1-α as well as its mitophagy receptor BNIP3 and NIX are upregulated after spinal cord ***-troacupuncture treatment or local inhibition of HIF1-α expression can reverse the early autophagy state after spinal cord injury,reduce cell apoptosis and injury area,promote neuronal ***:Electroacupuncture may serve as a promising strategy for spinal cord injury treatment,by alleviating HIF1-α mediated early mitochondrial autophagy.

关键词： Spinal cord injury Electroacupuncture Hypoxia-inducible factor1α Mitophagy

Resilience-incorporated seismic risk assessment of precast concrete frames with“dry”connections

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Earthquake Engineering and Engineering Vibration 2024年第2期23卷 403-425页

作者： wu Chenhao Tang Yuchuan Cao Xuyang wu Gang Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education Nanjing 211102China Department of Civil and Environmental Engineering University of CaliforniaLos AngelesCA 90095USA School of Civil Engineering Southeast UniversityNanjing 211102China College of Civil and Transportation Engineering Hohai UniversityNanjing 210024China

A resilience-incorporated risk assessment framework is proposed and demonstrated in this study to manifest the advantageous seismic resilience of precast concrete frame(PCF)structures with“dry”connections in terms of their low damage and rapid *** framework integrates various uncertainties in the seismic hazard,fragility,capacity,demand,loss functions,and post-earthquake *** this study,the PCF structures are distinguished from ordinary reinforced concrete frame(RCF)structures by characterizing multiple limit states for the PCF based on its unique damage ***,probabilistic story-wise pushover analyses are performed to yield story-wise capacities for the predefined limit *** the seismic resilience analysis,a step-wise recovery model is proposed to idealize the functionality recovery process,with separate considerations of the repair and non-repair *** recovery model leverages the economic loss and downtime to delineate the stochastic post-earthquake recovery curves for the resilience loss *** such,contingencies in the probabilistic post-earthquake repairs are incorporated and the empirical judgments on the recovery parameters are largely *** proposed framework is demonstrated through a comparative study between two“dry”connected PCFs and one RCF designed as alternative structural systems for a prototype *** results from the risk quantification indicate that the PCFs show reduced loss hazards and lower expected losses relative to the ***,the PCF equipped with energy dissipation devices at the“dry”connections largely reduces the expected economic loss,downtime,and resilience loss by 29%,56%,and 60%,respectively,compared to the RCF.

关键词： precast concrete frame non-emulative precast system seismic resilience seismic risk functional recovery