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童精中,浙江杭州人,“百人计划”研究员,博士生导师。长期从事钢结构及钢-混凝土组合结构体系方面的研究,主要研究包括:高层及大跨钢结构体系、钢-混凝土组合结构体系、高性能材料结构体系等。授权国家发明专利12项,获省部级科技二等奖1项,出版学术专著1部,作为主要起草人参编行业规范1部,在Engineering Structures等结构工程领域权威期刊发表学术论文30余篇。 2009年免试进入清华大学土木工程系就读本科。2013年获清华大学工学和经济学学士学位;2018年获清华大学工学博士学位。2018年至2019年先后在清华大学和University of Sydney从事博士后研究工作。2020年1月起加入浙江大学建筑工程学院高性能建筑结构与材料研究所。 教育经历 2009.08-2013.07清华大学土木工程系本科 2009.08-2013.07清华大学经济管理学院本科(第二学位) 2013.08-2018.07清华大学土木工程系博士(导师:郭彦林教授) 工作经历 2018.08-2018.12清华大学土木工程系博士后研究员 2019.01-2019.12 School of Civil Engineering,University of Sydney Research Associate 2020.01-Present浙江大学建筑工程学院“百人计划”研究员 招生计划(欢迎联系咨询,请发送个人简历至) 长期招聘博士后研究员,支持与高性能结构体系相关或其他自主科研方向,年薪20-30万元 每年招收博士研究生1名,硕士研究生1-2名,研究方向包括但不限于高性能材料结构体系、高层建筑抗侧力体系、高层及大跨钢结构体系、新型钢-混凝土组合结构体系 每年支持本科生毕业设计和其他科研训练项目 一、高性能材料结构 超高韧性混凝土(UHTCC)材料是一种基于微观力学和断裂力学原理设计的具有应变硬化和多缝开裂特征的高性能纤维混凝土,本团队研制的UHTCC拉伸应变稳定达到3%至7%(约为普通混凝土的300倍以上),被广泛应用于工程结构中以提升其抗疲劳、抗震、耐火、耐腐蚀能力,曾获2018年国家技术发明二等奖。 高韧性钢-UHTCC组合桥结构 探索UHTCC材料在钢-混凝土组合桥梁结构中的应用,提出多种新型钢-UHTCC组合桥结构体系,大大减轻桥梁自重,提升桥梁结构经济跨度;利用材料的防裂抗渗、耐腐蚀性能,适应于涉海桥梁结构的耐久性要求。 结构高韧性抗震体系 将UHTCC应用于高层和大跨结构体系的关键位置,用以提升结构关键节点的受力性能,尤其改善结构在地震作用下的响应,提升消能减震、防连续倒塌性能。 全寿命地下综合管廊体系 采用喷射UHTCC、UHTCC预制现浇等方式,与传统拱形钢构件、板件组合形成新型高韧性综合管廊体系;利用UHTCC防裂抗渗和耐腐蚀特性,保证管廊结构在地下复杂环境条件下的全寿命周期耐久性和承载性能。 二、装配式钢-混凝土组合结构 随着国家持续推进建筑结构装配化进程,装配化程度高、抗震性能优越的装配式钢-混凝土组合剪力墙结构体系获得广泛应用;对钢管束组合墙体系、波形钢板组合墙体系、间隔布置波形钢板混合墙体系等多种体系在压、弯、剪、扭及地震荷载作用下的稳定承载性能开展研究,形成设计标准,为其工程应用奠定基础。 三、高层建筑新型抗侧力体系 为改善高层建筑体系的承载效率和抗震性能,提出了多种超长大吨位防屈曲支撑和新型波形钢板剪力墙体系,作为高层或大跨结构的消能减震构件,具备广阔的应用前景;通过往复荷载下的滞回性能试验和非线性数值模拟,提出新型构件的设计理论,推进其工程应用。 提出多种超长大吨位防屈曲支撑,使构件长度从传统的2~5米一跃提升至30米以上,构件吨位也获得显著提升,大大扩展防屈曲支撑在高层和大跨结构中的应用范围;对其开展拉压往复荷载作用下的准静态试验,揭示其轴压承载和消能减震性能;根据弹性稳定理论推导超长大吨位防屈曲支撑的弹性屈曲荷载,并定义其约束比;通过精细有限元模拟获得外围约束构件破坏不先于内核屈服条件下的弹塑性约束比限值,并评估约束比与滞回耗能能力的相关关系。 提出多种新型波形钢板剪力墙体系,通过将两块4毫米厚的波形钢板连接形成正交对扣双波形钢板剪力墙,其受剪屈曲荷载与50毫米平钢板剪力墙相当,即展现出了厚钢板剪力墙的承载性能;基于正交异形板壳理论,研究其受剪弹性和大挠度弹塑性稳定承载力;开展水平往复荷载作用下的滞回试验,研究其在地震作用下的消能减震性能;开展精细有限元模拟获得其受剪极限承载力和屈曲后承载力设计理论。 研究团队 指导研究生 姓名 类别 指导研究方向 王国仲 博士生 韧性组合桥面板的剪力连接性能及疲劳性能研究 章家炜 博士生 新型装配式钢-混凝土组合墙的抗震性能研究 周思铭 博士生 钢管混凝土束组合剪力墙的弯扭屈曲性能研究 丁思远 博士生 水平管肋钢板剪力墙的屈曲性能及设计理论研究 俞超群 硕士生 装配式钢-混凝土组合墙的整体稳定性能研究 张佳斌 硕士生 对拉螺栓钢管混凝土扁柱的轴压承载性能研究 卢昱成 硕士生 超高韧性混凝土板柱节点冲切性能研究 陈同琪 硕士生 韧性钢-混凝土组合桥面板横向受力性能研究 代健波 硕士生 韧性钢-混凝土组合桥面板湿接缝承载性能研究 刘鑫 硕士生 装配式韧性组合桥面板承载性能研究 杨双龙 硕士生 钢管混凝土扁柱轴压承载性能研究 曾田 硕士生 韧性钢-混凝土组合桥体系的优化设计理论 学术专著 郭彦林,童精中,姜子钦.波形腹板钢结构设计原理及应用.北京:科学出版社,2015. 行业规范 [3]CECS协会标准《波形钢板组合结构技术规程》,编制组主要成员,T/CECS 624-2019,2020.3.1实施 [2]JGJ行业标准《拱形钢结构技术规程》,编制组成员,JGJ/T 249-2011,2012.5.1实施 [1]CECS协会标准《波浪腹板钢结构应用技术规程》,编制组成员,CECS 290-2011,2011.9.1实施 发明专利 [25]童精中,俞超群.一种冷弯型钢轻型组合剪力墙.ZL 202110321461.9,申报中. [24]童精中,俞超群.一种连接钢板防屈曲的钢管混凝土柱剪力墙.ZL 202110321458.7,申报中. [23]李庆华,童精中,徐世烺,王国仲.一种角钢和压型钢板装配连接的超高韧性组合桥面板.ZL 202110198437.0,申报中. [22]童精中,王国仲,徐世烺,李庆华.一种压型钢板装配式组合箱型桥.ZL 202110199152.9,申报中. [21]童精中,王国仲,徐世烺,李庆华.一种基于钢筋桁架连接的钢-超高韧性混凝土组合桥面板.ZL 202110168553.8,申报中. [20]徐世烺,童精中,李庆华,王国仲.一种带现浇湿接缝的预制装配式韧性组合桥面板及制作方法.ZL 202110177718.8,申报中. [19]李庆华,徐世烺,童精中.一种无栓钉韧性组合桥面板体系.ZL 202011002867.2,申报中. [18]徐世烺,童精中,李庆华.一种冷弯Z形钢组成的韧性组合桥面板.ZL 202011002854.5,申报中. [17]童精中,李庆华,徐世烺.一种T型钢组成的韧性组合桥面板.ZL 202011002832.9,申报中. [16]徐世烺,童精中,李庆华.一种带箱型肋的冷弯型钢韧性组合桥面板.ZL 202011004544.7,申报中. [15]童精中,李庆华,徐世烺.采用喷射超高韧性水泥基复合材料的综合管廊及其施工方法.ZL 202010461076.X,申报中. [14]童精中,李庆华,徐世烺.一种预制装配式综合管廊及其装配方法.ZL 202010461066.6,申报中. [13]童精中,李庆华,徐世烺.一种控裂防腐蚀的装配式钢-混凝土组合综合管廊.ZL 202010461839.0,申报中. [12]郭彦林,童精中,章友浩,朱博莉,周鹏,王海山,王宇伟,王群.一种钢网格筒和核心筒及径向柔性索盘组成的杂交结构.ZL 201610258680.6,授权日:2018.01.12. [11]郭彦林,童精中,王宇伟,李达,王俊杰,刘继虎,沈海英,王海山.一种杂交钢结构网格冷却塔.ZL 201610237618.9,授权日:2018.08.28. [10]郭彦林,章友浩,童精中,朱博莉,周鹏,王宇伟,王海山,张可,於国飞,余家明.一种能够提高群柱失稳荷载的杂交网格筒.ZL 201610257786.4,授权日:2018.02.09. [9]郭彦林,童精中,张旭乔,袁星.一种梭形防屈曲支撑.ZL 201410790906.8,授权日:2016.09.21. [8]郭彦林,童精中,姜子钦.一种桁架约束型防屈曲支撑.ZL 201410790802.7,授权日:2017.02.01. [7]郭彦林,童精中,张博浩,章友浩.一种空腹桁架约束型防屈曲支撑.ZL 201410790191.6,授权日:2016.08.24. [6]郭彦林,童精中,陈航,符鹏鹏.一种梭形约束型防屈曲支撑.ZL 201410788794.2,授权日:2017.01.18. [5]郭彦林,童精中,郇志乾.一种具有内空腔的全钢防屈曲支撑.ZL 201410003928.5,授权日:2016.02.10. [4]郭彦林,童精中,郇志乾.一种全钢格构式防屈曲支撑.ZL 201410003927.0,授权日:2016.01.03. [3]郭彦林,童精中,郇志乾.一种全装配格构式防屈曲支撑.ZL 201410003926.6,授权日:2016.01.03. [2]郭彦林,童精中,郇志乾.一种用波浪腹板连接的分离式防屈曲支撑.ZL 201410003613.0,授权日:2016.05.11. [1]窦超,郭彦林,童精中,陈航.一种通过高强度螺栓连接的内加劲组合钢板剪力墙.ZL 201310373756.6,授权日:2015.12.23. 纵向课题 [11]浙江大学“百人计划”科研启动经费,2020.01-2026.06,主持 [10]桁架约束型防屈曲支撑失稳机理及设计理论研究,国家自然科学基金面上项目,2017.01-2020.12,参与 [9]索桁架约束型防屈曲支撑破坏机理与设计理论研究,北京市自然科学基金面上项目,2017.01-2019.12,参与 [8]建筑钢结构消能减震新技术研究、开发及工程示范,河北省科技计划,2017.01-2018.12,参与 [7]高性能结构体系研究与示范应用,国家重点研发计划,2016.07-2020.06,参与 [6]钢结构设计与建造一体化技术及工程示范,国家重点研发计划,2016.07-2020.06,参与 [5]防屈曲支撑在建筑钢结构住宅中的应用技术研究,石家庄市科学技术研究与发展计划,2016.01-2018.12,参与 [4]建筑钢结构消能减震新材料研究和开发,石家庄高新区科学技术研究与发展计划,2016.01-2018.12,参与 [3]复杂张拉结构施工误差的控制理论研究,国家自然科学基金面上项目,2014.01-2017.12,参与 [2]装配式组合防屈曲支撑及其框架结构的设计理论,国家自然科学基金面上项目,2012.01-2015.12,参与 [1]屈曲抑制型钢板剪力墙及其钢框架结构的设计理论,国家自然科学基金面上项目,2008.01-2010.12,参与 横向课题 [9]全寿命韧性钢-混凝土组合桥面结构技术研究,2020.01-2021.01,参与 [8]超大型低温储罐带蒙皮整体稳定分析,2020.07-2022.06,主持 [7]钢管-双波纹板交替布置组合墙性能研究,2020.05-2021.12,主持 [6]山西汾酒文化商务中心优化设计,2016.11-2018.12,参与 [5]波形钢板组合装配式结构体系性能研究,2016.09-2019.12,参与 [4]唐山世界园艺博览会主门设计及抗震性能分析,2015.11-2017.09,参与 [3]杭州中国动漫馆双曲面网格壳承载性能分析,2014.03-2016.06,参与 [2]腾讯北京总部大楼施工过程模拟及预调值分析,2014.05-2016.06,参与 [1]天津富力大厦顶升施工平台模架稳定性能分析,2012.12-2014.12,参与 科技奖励 2014年华夏建设科学技术二等奖.波浪腹板钢结构应用技术及生产装备研发.(排名5/12) 荣誉称号 2018.07北京市优秀博士毕业生 2018.07清华大学优秀博士论文 2018.04清华大学土木工程系“学术新秀” 2017.10博士生“国家奖学金” 2016.10清华大学“一二·九”奖学金 2015.10清华大学综合优秀一等奖学金(“黄廷方/信和”奖学金) 2013.07北京市优秀本科毕业生 2013.07清华大学优良本科毕业生 2013.07清华大学优秀本科毕业论文 2012.10清华大学综合优秀一等奖学金(“东方电气”奖学金) 2011.10本科生“国家奖学金” 2010.10清华大学综合优秀一等奖学金(“汇丰银行”奖学金) 获奖情况 2016.08第十五届全国结构工程会议“最佳论文”一等奖 2014.10首届“智慧海洋杯”京津地区高校数学建模竞赛一等奖 2012.11第四届全国大学生数学竞赛(非数学组)一等奖 2012.10美国大学生数学建模竞赛MCM一等奖(Meritorious Winner) 2012.05第七届全国大学生交通科技竞赛决赛二等奖 2011.04第六届清华大学交通科技竞赛特等奖 2011.09北京市大学生数学建模竞赛二等奖

研究领域

高性能材料结构 装配式钢-混凝土组合结构 高层建筑新型抗侧力体系

近期论文

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Yu CQ,Tong JZ*.Compressive behavior of slender profiled double-skin composite walls.Journal of Constructional Steel Research.182(2021),106657. Tong JZ,Yu CQ,Zhang L*.Sectional strength and design of double-skin composite walls with re-entrant profiled faceplates.Thin-Walled Structures.158(2021),107196. Pan WH,Tong JZ*.A new stiffness-strength-relationship-based design approach for global buckling prevention of buckling-restrained braces.Advances in Structural Engineering.(2020) Pan WH,Tong JZ*,Guo YL,Wang CM.Optimal design of steel buckling-restrained braces considering stiffness and strength requirements.Engineering Structures.211(2020),110437. Tong JZ*,Guo YL,Zuo JQ,Gao JK.Experimental and numerical study on shear resistant behavior of double-corrugated-plate shear walls.Thin-Walled Structures.147(2020),106485. Tong JZ,Guo YL,Pan WH*.Ultimate shear resistance and post-ultimate behavior of double-corrugated-plate shear walls.Journal of Constructional Steel Research.165(2020),105895. Tong JZ,Pan WH*,Shen MH.Performance of double-skin composite walls with re-entrant faceplates under eccentric compression.Journal of Building Engineering.28(2020),101010. Tong JZ,Guo YL,Pan WH*,Shen MH,Zhou P.Global buckling prevention of reduced-core-length buckling-restrained braces:Theoretical and numerical investigations.Bulletin of Earthquake Engineering.18(2019),1777-1804. Tong JZ,Guo YL,Pan WH*,Zhou P,Wang MZ.Hysteretic performance of inverted-V patterned BRB systems considering vertical pre-compression effects.Bulletin of Earthquake Engineering.17(2019),3197-3232. Tong JZ*,Guo YL,Zuo JQ.Elastic buckling and load-resistant behaviors of double-corrugated-plate shear walls under pure in-plane shear loads.Thin-Walled Structures.130(2018),593-612. Guo YL,Tong JZ*,Wang XA,Zhou P.Subassemblage tests and design of steel channels assembled buckling-restrained braces.Bulletin of Earthquake Engineering.16(2018),4191-4224. Tong JZ*,Guo YL.Numerical investigations on elastic buckling and hysteretic behavior of steel angles assembled buckling-restrained braces.Journal of Constructional Steel Research.144(2018),21-39. Tong JZ*,Guo YL.Shear resistance of stiffened steel corrugated shear walls.Thin-Walled Structures.127(2018),76-89. Guo YL,Tong JZ*,Zhang BH,Zhu BL,Pi YL.Theoretical and experimental investigation of core-separated buckling-restrained braces.Journal of Constructional Steel Research.135(2017),137-149. Guo YL,Tong JZ*,Wang XA,Zhang BH.Subassemblage tests and numerical analyses of buckling-restrained braces under pre-compression.Engineering Structures.138(2017),473-489. Tong JZ*,Guo YL.Global buckling prevention of end collared buckling-restrained braces:Theoretical,numerical analyses and design recommendation.Engineering Structures.152(2017),289-306. Tong JZ*,Guo YL.Elastic buckling behavior of steel trapezoidal corrugated shear walls with vertical stiffeners.Thin-Walled Structures.95(2015),31-39. 国际期刊论文 [29]Yu CQ,Tong JZ*.Compressive behavior of slender profiled double-skin composite walls.Journal of Constructional Steel Research.182(2021),106657. [28]Zhang L,Yang SL,Fu B,Tong GS,Tong JZ*,Jing T.Behavior and design of concrete-filled narrow rectangular steel tubular(CFNRST)stub columns under axial compression.Journal of Building Engineering.37(2021),102166. [27]Tong JZ,Yu CQ,Zhang L*.Sectional strength and design of double-skin composite walls with re-entrant profiled faceplates.Thin-Walled Structures.158(2021),107196. [26]Pan WH,Tong JZ*.A new stiffness-strength-relationship-based design approach for global buckling prevention of buckling-restrained braces.Advances in Structural Engineering.(2020) [25]Pan WH,Tong JZ*,Guo YL,Wang CM.Optimal design of steel buckling-restrained braces considering stiffness and strength requirements.Engineering Structures.211(2020),110437. [24]Shen MH,Chung KF*,Elghazouli AY,Tong JZ.Structural behaviour of stud shear connections in composite floors with various connector arrangements and profiled deck configurations.Engineering Structures.210(2020),110370. [23]Tong JZ*,Guo YL,Zuo JQ,Gao JK.Experimental and numerical study on shear resistant behavior of double-corrugated-plate shear walls.Thin-Walled Structures.147(2020),106485. [22]Tong JZ,Guo YL,Pan WH*.Ultimate shear resistance and post-ultimate behavior of double-corrugated-plate shear walls.Journal of Constructional Steel Research.165(2020),105895. [21]Tong JZ,Pan WH*,Pi YL.Exact solutions for second-order effect of imperfect beams and frames based on matrix structural analysis.Structures.23(2020),677-689. [20]Tong JZ,Pan WH*,Shen MH.Performance of double-skin composite walls with re-entrant faceplates under eccentric compression.Journal of Building Engineering.28(2020),101010. [19]Tong JZ,Guo YL,Pan WH*,Shen MH,Zhou P.Global buckling prevention of reduced-core-length buckling-restrained braces:Theoretical and numerical investigations.Bulletin of Earthquake Engineering.18(2019),1777-1804. [18]Pan WH,Wang JJ,Nie X,Tong JZ*.Adequately rigid cross-beam for bridge tower designs.Journal of Bridge Engineering.24(2019),4019120. [17]Wang MZ*,Guo YL,Zhu JS,Yang X,Tong JZ.Sectional strength design of concrete-infilled double steel corrugated-plate walls with T-section.Journal of Constructional Steel Research.160(2019),23-44. [16]Tong JZ,Guo YL,Pan WH*,Zhou P,Wang MZ.Hysteretic performance of inverted-V patterned BRB systems considering vertical pre-compression effects.Bulletin of Earthquake Engineering.17(2019),3197-3232. [15]Zhou P,Guo YL,Bradford MA,Pi YL,Tong JZ*.Load resistance and hysteretic response of multiple cross-arm pre-tensioned cable stayed buckling-restrained braces.Engineering Structures.183(2019),949-964. [14]Hu ZP,Pan WH,Tong JZ*.Exact solutions for buckling and second-order effect of shear deformable Timoshenko beam–columns based on matrix structural analysis.Applied Sciences.18(2019),3814. [13]Tong JZ*,Guo YL,Zuo JQ.Elastic buckling and load-resistant behaviors of double-corrugated-plate shear walls under pure in-plane shear loads.Thin-Walled Structures.130(2018),593-612. [12]Guo YL,Tong JZ*,Wang XA,Zhou P.Subassemblage tests and design of steel channels assembled buckling-restrained braces.Bulletin of Earthquake Engineering.16(2018),4191-4224. [11]Tong JZ*,Guo YL.Numerical investigations on elastic buckling and hysteretic behavior of steel angles assembled buckling-restrained braces.Journal of Constructional Steel Research.144(2018),21-39. [10]Tong JZ*,Guo YL.Shear resistance of stiffened steel corrugated shear walls.Thin-Walled Structures.127(2018),76-89. [9]Guo YL,Tong JZ*,Zhang BH,Zhu BL,Pi YL.Theoretical and experimental investigation of core-separated buckling-restrained braces.Journal of Constructional Steel Research.135(2017),137-149. [8]Guo YL,Tong JZ*,Wang XA,Zhang BH.Subassemblage tests and numerical analyses of buckling-restrained braces under pre-compression.Engineering Structures.138(2017),473-489. [7]Guo YL,Zhang BH,Zhu BL,Zhou P*,Zhang YH,Tong JZ.Theoretical and experimental studies of battened buckling-restrained braces.Engineering Structures.136(2017),312-328. [6]Guo YL,Zhou P*,Bradford MA,Pi YL,Tong JZ,Fu PP.Theoretical and numerical studies of elastic buckling and load resistance of double cross-arm pre-tensioned cable stayed buckling-restrained braces.Engineering Structures.153(2017),674-699. [5]Guo YL,Zhou P*,Wang MZ,Pi YL,Bradford MA,Tong JZ.Experimental and numerical studies of hysteretic response of triple-truss-confined buckling-restrained braces.Engineering Structures.148(2017),157-174. [4]Tong JZ*,Guo YL.Global buckling prevention of end collared buckling-restrained braces:Theoretical,numerical analyses and design recommendation.Engineering Structures.152(2017),289-306. [3]Guo YL,Fu PP,Zhou P*,Tong JZ.Elastic buckling and load resistance of a single cross-arm pre-tensioned cable stayed buckling-restrained brace.Engineering Structures.126(2016),516-530. [2]Jiang ZQ*,Guo YL,Tong JZ,Yuan X.Design method of the pinned external integrated buckling-restrained braces with extended core.Part II:finite element numerical verification.Journal of Zhejiang University-Science A.16(2015),793-804. [1]Tong JZ*,Guo YL.Elastic buckling behavior of steel trapezoidal corrugated shear walls with vertical stiffeners.Thin-Walled Structures.95(2015),31-39. 国内期刊论文 [2]郭彦林,童精中,周鹏.防屈曲支撑的型式、设计理论及应用研究进展.工程力学,2016,33(9):1-14. [1]童精中,郭彦林.波浪腹板工形梁支承加劲肋设计方法研究.建筑科学与工程学报,2013,30(3):112-119. 会议论文 [4]Tong JZ,Guo YL,Zuo JQ.Comparison on performances of different types of steel corrugated plate shear walls.9th International Conference on Advances in Steel Structures.Hong Kong,China.(2018) [3]Tong JZ,Guo YL,Hu ZP.Load-carrying and seismic behavior of inverted-V patterned pre-compressed BRB system.11th Pacific Structural Steel Conference.Shanghai,China.(2016). [2]Shen MH,Chung KF,Tong JZ.Advanced finite element modelling on welded stud shear connections in composite slabs with profiled steel decking having various geometrical configurations.10th International Symposium on Steel Structures.Jeju,Korea.(2019) [1]郭彦林,童精中,周鹏.防屈曲支撑的型式、设计理论及应用研究进展.第25届全国结构工程学术会议论文集,2016.内蒙古.

学术兼职

学术期刊和专业学会 SCI期刊Advances in Civil Engineering编委(Academic Editor) 美国土木工程师协会ASCE会员(Associate Member) 期刊审稿人 Journal of Structural Engineering-ASCE Journal of Engineering Mechanics-ASCE Engineering Structures Earthquake Engineering & Structural Dynamics Thin-Walled Structures Journal of Constructional Steel Research Journal of Earthquake Engineering Bulletin of Earthquake Engineering Journal of Bridge Engineering-ASCE Construction and Building Materials Structures Advances in Structural Engineering Advances in Civil Engineering

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