2019 年 10 月 19 日
研究生教育
潘鹏(博导)
发布时间:2019/02/27

 

职称

教授

研究领域

工程结构抗震

电话

+86-15801386507

网站

邮箱

panpeng@tsinghua.edu.cn

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

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

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

在线混合试验技术

建筑抗震韧性评价

新型抗震结构体系

结构智能控制

消能减震装置

学术团体任职

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


1

高性能建筑结构钢材应用关键技术与示范 ( 2018YFC0705500) , 2017-2021)


2

基于可调摩擦摆支座的智能隔震体系研究 (51778342), 2018-2021)


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)


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)


代表论文

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

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

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

4

Pan Peng(*), Dongbin Z, Yi Z, et al. Development of a tunable friction pendulum system for semiactive control of building structures under earthquake ground motions[J]. Earthquake Engineering & Structural Dynamics, 2018, 47(8): 1706-1721.

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.

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.

7

Pan Peng(*), Li W, Nie X, et al. Seismic performance of a reinforced concrete frame equipped with a doublestage yield buckling restrained brace[J]. The Structural Design of Tall and Special Buildings, 2017, 26(4): e1335.

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.

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.

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.

11

Pan Peng(*), Zhao G, Lu X, et al. Force–displacement mixed control for collapse tests of multistory buildings using quasistatic loading systems[J]. Earthquake Engineering & Structural Dynamics, 2014, 43(2): 287-300.

12

Pan Peng(*), Wu S, Nie X. A distributed parameter model of a frame pinsupported wall structure[J]. Earthquake Engineering & Structural Dynamics, 2015, 44(10): 1643-1659.