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学习工作简历：

2017/09-至今，北京科技大学，土木工程系，讲师

2015/08-2017/08，清华大学，土木工程系，博士后

2011/09–2015/07，北京工业大学，土木工程专业，博士

2013/09–2014/09，匹兹堡大学，土木工程专业，联合培养博士

2009/09-2011/07，北京工业大学，土木工程专业，硕士

2005/09-2009/07，中国石油大学(北京)，土木工程专业，学士

研究领域：

地下结构时域近场波动数值模拟理论与方法；岩石力学非线性理论与工程应用；地下工程抗震设计理论与方法；地下结构抗震与加固

学术兼职：

1)中国地震学会基础设施防震减灾青年委员会副秘书长

2)中国岩石力学与工程学会教育工作委员会秘书

3)中国岩石力学与工程学会优秀博士学位论文奖评审工作小组秘书

4)中国地震学会强震观测青年委员会委员

5)国际岩石力学与岩石工程学会（ISRM）会员

6)国家自然科学基金项目通讯评审专家

7)《Soil Dynamics and Earthquake Engineering》、《Underground Space》、《Thin-Walled Structures》、《Shock and Vibration》、《Mathematical Problems in Engineering》、《Computer modelling in Engineering & Science》、《Open Geosciences》等国内外学术期刊审稿人。

主持/参与科研项目：

1)北京市自然科学基金杰出青年科学基金项目, JQ19029, 城市大型地下交通枢纽结构地震易损性分析理论与方法, 2019/11-2022/12, 在研, 研究骨干

2)中央高校基本科研业务费专项资金项目, FRF-TP-17-074A1, 同震位移与地震动联合作用下长大隧道地震响应研究, 2018.01-2019.12, 结题, 主持

3)国家自然科学基金青年科学基金项目, 51608015, 长大隧道跨断层段地震响应规律及破坏机理研究, 2017/01-2019/12, 结题, 主持

4)北京市自然科学基金青年科学基金项目, 8164049, 跨断层隧道地震响应模拟及破坏机理研究, 2016/01-2017/12, 结题, 主持

5)中国博士后科学基金面上项目, 2015M581103, 强震作用下跨断层隧道变形与破坏机理研究, 2016/01-2017/07, 结题, 主持

6)国家973计划课题, 岩石地下工程近场地震动输入机制 (2015CB057902), 2015-2019，结题，参与

近五年以第一作者或通讯作者发表的代表性论文：

[1]Zhidong Gao, Mi Zhao, Jingqi Huang*, et al. Effect of soil-rock interface position on seismic response of subway station structure. Tunnelling and Underground Space Technology 2022, 119, 104255. (SCI, 中科院基础版2区/升级版1区)

[2]Wei Wang, Yuan Wang, Jingqi Huang*, et al. Surface roughness characteristics and stochastic model of corroded steel foundation in submarine soil environment. Ocean Engineering 2022, 251, 111177. (SCI, 中科院基础版2区/升级版1区)

[3]Mi Zhao, Hongyun Jiao, Jingqi Huang*, et al. Analytical solutions for circular tunnels under longitudinally propagating shear waves based on improved foundation beam models considering tangential interaction. Tunnelling and Underground Space Technology 2022, 123, 104444. (SCI, 中科院基础版2区/升级版1区)

[4]Huifang Li, Mi Zhao, Jingqi Huang*, et al. Simplified Analytical Solutions for Deep Tunnels Subjected to Vertically Incident Shear Wave with Arbitrary Vibration Direction. Soil Dynamics and Earthquake Engineering 2022, 156: 107245. (SCI, 中科院基础版3区/升级版2区)

[5]Jingqi Huang, Xiaohui Chen, Xu Zhao, et al. Nonlinear Response of Tunnels under Coseismic Displacement Induced by Strike-slip Fault. International Journal of Geomechanics (ASCE) 2022, accepted. (SCI, 中科院基础版3区/升级版2区)

[6]Mi Zhao, Huifang Li, Jingqi Huang*, et al. Analytical solutions considering tangential contact conditions for circular lined tunnels under longitudinally propagating shear waves. Computers and Geotechnics 2021, 137, 104301. (SCI, 中科院基础版2区/升级版1区)

[7]Jingqi Huang, Huifang Li, Su Chen, et al. Simplified analytical solutions for seismic response on cross section of circular tunnel with composite linings. Computers and Geotechnics 2021, 136, 104169. (SCI, 中科院基础版2区/升级版1区)

[8]Jingqi Huang, Weiang Shao, Mi Zhao, et al. Simplified analytical solution for circular tunnel under obliquely incident SV wave. Soil Dynamics and Earthquake Engineering 2021, 140: 106429. (SCI, 中科院基础版3区/升级版2区)

[9]Hongyun Jiao, Xiuli Du, Mi Zhao, Jingqi Huang*, et al. Nonlinear seismic response of rock tunnels crossing inactive fault under obliquely incident seismic P waves. Journal of Earth Science 2021, 32(5), 1174-1189. (SCI, 中科院基础版3区/升级版3区)

[10]Hongyun Jiao, Mi Zhao, Jingqi Huang*, et al. Nonlinear Response of Tunnel Portal under Earthquake Waves with Different Vibration Directions. Computer Modeling in Engineering & Sciences 2021, Accepted. (SCI, 中科院基础版4区/升级版4区)

[11]Yawei Duan, Mi Zhao, Jingqi Huang*, et al. Analytical solution for circular tunnel under obliquely incident P waves with considering different contact conditions. Shock and Vibration, 2021, 2021, 1946184. (SCI, 中科院基础版4区/升级版4区)

[12]Yuanxu Jing, Yuan Wang, Jingqi Huang*, et al. Failure Envelopes of Composite Bucket Foundation for Offshore Wind Turbines under Combined Loading with considering Different Scour Depths. Shock and Vibration 2021, 2021, 7922572. (SCI, 中科院基础版4区/升级版4区)

[13]Chunbo Yang, Yuan Wang, Linbin Wang, Jingqi Huang*, et al. The Slotted Tube Overlay Geotextile in Tailing Pond Radial Seepage Test Model and Analysis of the Permeation Characteristics. Geofluids 2021, 2021, 4589533. (SCI, 中科院基础版3区/升级版3区)

[14]Jingqi Huang, Xu Zhao, Mi Zhao, et al. Effect of peak ground parameters on the nonlinear seismic response of long lined tunnels. Tunnelling and Underground Space Technology 2020, 95: 103175. (SCI, 中科院基础版2区/升级版1区)

[15]Jingqi Huang, Mi Zhao, Xiuli Du, et al. An elasto-plastic damage model for rocks based on a new nonlinear strength criterion. Rock Mechanics and Rock Engineering 2018, 51(5): 1413-1429. (SCI, 中科院基础版2区/升级版2区)

[16]Jingqi Huang, Mi Zhao, Chengshun Xu, et al. Seismic stability of jointed rock slopes under obliquely incident earthquake waves. Earthquake Engineering & Engineering Vibration 2018, 17(3): 527-539. (SCI, 中科院基础版3区/升级版3区)

[17]Jingqi Huang, Mi Zhao, Xiuli Du, et al. Non-linear seismic responses of tunnels within normal fault ground under obliquely incident P waves. Tunnelling and Underground Space Technology 2017, 61: 26-39. (SCI, 中科院基础版2区/升级版1区)

[18]Jingqi Huang*, Xiuli Du, Mi Zhao, et al. Impact of incident angles of earthquake shear (S) waves on 3-D non-linear seismic responses of long lined tunnels. Engineering Geology 2017, 222: 168-185. (SCI, 中科院基础版1区/升级版1区)

[19]Jingqi Huang, Xiuli Du, Liu Jin, et al. Impact of incident angles of P waves on the dynamic responses of long lined tunnels. Earthquake Engineering & Structural Dynamics 2017, 45(15): 2435-2454. (SCI, 中科院基础版2区/升级版1区)

[20]赵密, 陈晓辉, 黄景琦*, 赵旭, 丁庆鹏, 杜修力. 走滑断层同震位移作用下隧道结构响应分析. 应用基础与工程科学学报, 2021, 录用待刊. (EI检索)

[21]赵密, 邵伟昂, 黄景琦*, 杜修力, 王媛. 圆形隧道横断面地震响应简化解析方法的数值验证. 工程力学, 2020, 37(09): 84-93. (EI检索)

[22]赵密, 邵伟昂, 黄景琦*, 杜修力, 王媛. 压缩波作用下圆形隧道横截面内力Bobet简化解析公式的改进. 岩土力学, 2020, S2: 1-10. (EI检索)

[23]赵密, 欧阳文龙, 黄景琦*, 杜修力, 赵旭. P波作用下跨断层隧道轴线地震响应分析. 岩土力学, 2019, 40(09): 3645-3655. (EI检索)

[24]赵旭, 张成明, 杜修力, 黄景琦*, 赵密. 不同SV波输入方向下山岭隧道的地震响应分析. 振动工程学报, 2018, 31(04): 698-706. (EI检索)

[25]黄景琦, 杜修力, 马超, 赵密, 刘晶波, 金浏. 岩石三维强度准则的研究. 工程力学, 2018, 35(03): 30-40. (EI检索)

[26]杜修力, 黄景琦*, 金浏, 赵密. 岩石三维弹塑性损伤本构模型研究. 岩土工程学报, 2017, 39(06): 978-985. (EI检索)

近五年申报专利：

[1]赵密; 贾智富; 黄景琦; 杜修力; 李霞. 一种地铁车站与地连墙间的分段式减震隔层[P]. 北京市：CN113700048A, 2021-11-26.

[2]吕祥锋, 周宏源, 张硕, 杨晓辉, 王涛, 黄景琦, 刘力源, 周毅. 一种地下隐伏病害精准探查方法及装置[P]. 北京市：CN110531406B, 2021-01-15.

[3]王媛, 杨春波, 黄景琦, 李庆文, 崔旋, 吴龙. 一种可加压径向流试验设备[P]. 北京市：CN211318134U, 2020-08-21.

[4]王媛, 吴龙, 黄景琦, 李庆文, 崔旋, 杨春波. 一种尾矿砂的电渗法加速排水试验设备[P]. 北京市：CN211347855U, 2020-08-25.

[5]杜修力, 汪振, 赵密, 钟紫蓝, 赵旭, 黄景琦. 一种穿越活动断裂带的分级抗断型山岭隧道结构[P]. 北京市：CN210033452U, 2020-02-07.

[6]杜修力, 汪振, 赵密, 钟紫蓝, 赵旭, 黄景琦. 一种穿越活动断裂带的分级抗断型山岭隧道结构及其施工方法[P]. 北京市：CN110043278A, 2019-07-23.

[7]王鸿儒, 钟紫蓝, 赵密, 杜修力, 赵旭, 黄景琦, 韩俊艳. 模拟隧道穿越断层破碎带的试验装置[P]. 北京：CN207908500U, 2018-09-25.