职称 |
教授 |
研究领域 |
工程结构抗震 |
电话 |
+86-15801386507 |
网站 |
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邮箱 |
panpeng@tsinghua.edu.cn |
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地址 |
北京市海淀区清华大学何善衡楼新试验大厅202 |
教育经历 |
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博士 |
日本京都大学 防灾减灾 2004 |
硕士 |
清华大学 结构工程 2001 |
学士 |
清华大学 土木工程 1994 |
科研与学术工作经历 |
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2014.12至今 |
清华大学,土木工程系,教授 |
2008.12-2014.11 |
清华大学,土木工程系,副教授 |
2006.11-2008.11 |
清华大学,土木工程系,讲师 |
2004.10-2006.10 |
日本京都大学,博士后 |
研究领域 |
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在线混合试验技术 建筑抗震韧性评价 |
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新型抗震结构体系 |
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结构智能控制 |
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消能减震装置 |
学术团体任职 |
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1 |
委员, 结构减震控制委员会 |
2 |
委员, 高层建筑抗震专业委员会 |
3 |
副主任委员, 防震减灾工程技术推广青年委员会 |
主持课题 |
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1 |
高性能建筑结构钢材应用关键技术与示范 ( 2018YFC0705500) , 2017-2021) |
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2 |
基于可调摩擦摆支座的智能隔震体系研究 (51778342), 2018-2021) |
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3 |
新型高层住宅装配式框架剪力墙结构技术体系研发 (2016YFC0701901-2), 2016-2020) |
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4 |
基于互联网大数据的建筑抗震韧性评价方法研究 (201702001), 2017-2021) |
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代表论文 |
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1 |
Deng Kailai; Pan Peng(*), Shen Shaodong, Wang Haishen, Feng Peng, Experimental Study of FRP-Reinforced Slotted RC Shear Walls under Cyclic Loading, JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2018, 22(4): 1-8 |
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2 |
Zhang Dongbin, Zeng Yi, Pan Peng(*) An optimum model reference adaptive control algorithm for smart base-isolated structures, BULLETIN OF EARTHQUAKE ENGINEERING, 2018, 16(11): 5647-5670 |
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3 |
Pan Peng(*),Wu Shoujun, Wang Haishen, Nie Xin, Seismic performance evaluation of an infilled rocking wall frame structure through quasi-static cyclic testing, Earthquake Engineering and Engineering Vibration, 2018, 17(2): 371-383 |
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4 |
Pan Peng(*), Dongbin Z, Yi Z, et al. Development of a tunable friction pendulum system for semi‐active control of building structures under earthquake ground motions[J]. Earthquake Engineering & Structural Dynamics, 2018, 47(8): 1706-1721. |
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5 |
Sun J, Pan Peng(*), Wang H. Development and experimental validation of an assembled steel double-stage yield buckling restrained brace[J]. Journal of Constructional Steel Research, 2018, 145: 330-340. |
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6 |
Wu S, Pan Peng(*), Nie X, et al. Experimental investigation on reparability of an infilled rocking wall frame structure[J]. Earthquake Engineering & Structural Dynamics, 2017, 46(15): 2777-2792. |
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7 |
Pan Peng(*), Li W, Nie X, et al. Seismic performance of a reinforced concrete frame equipped with a double‐stage yield buckling restrained brace[J]. The Structural Design of Tall and Special Buildings, 2017, 26(4): e1335. |
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8 |
Wang H, Nie X, Pan Peng(*) Development of a self-centering buckling restrained brace using cross-anchored pre-stressed steel strands[J]. Journal of Constructional Steel Research, 2017, 138: 621-632. |
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9 |
Deng K, Pan Peng(*), Nie X, et al. Study of GFRP steel buckling restraint braces[J]. Journal of Composites for Construction, 2015, 19(6): 04015009. |
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10 |
Deng K, Pan Peng(*), Li W, et al. Development of a buckling restrained shear panel damper[J]. Journal of Constructional Steel Research, 2015, 106: 311-321. |
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11 |
Pan Peng(*), Zhao G, Lu X, et al. Force–displacement mixed control for collapse tests of multistory buildings using quasi‐static loading systems[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(2): 287-300. |
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12 |
Pan Peng(*), Wu S, Nie X. A distributed parameter model of a frame pin‐supported wall structure[J]. Earthquake Engineering & Structural Dynamics, 2015, 44(10): 1643-1659. |
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