基本信息
董慧慧，女，汉族，讲师。2018年于北京工业大学取得博士学位，博士阶段获国家留学基金委公派留学奖学金资助在Curtin University师从澳大利亚工程院院士Hong Hao教授联合培养一年。2020年从清华大学博士后出站到北京工业大学工作。主要从事桥梁结构抗震减震及功能可恢复桥梁结构等方面的研究，研究成果在《Engineering Structures》、《Journal of Structural Engineering-ASCE》、《Journal of Earthquake Engineering》、《Bulletin of Earthquake Engineering》、《Soil Dynamics and Earthquake Engineering》及《中国公路学报》等国内外期刊上发表和录用学术论文20余篇，其中以第一作者/通讯作者发表SCI检索论文10余篇，授权国家发明专利2项。作为项目负责人主持国家自然科学基金青年基金项目、中国博士后科学基金。
电话：(+086)15201227185
E-Mail: donghh@bjut.edu.cn
通讯地址：北京市朝阳区平乐园100号北京工业大学城建楼415
研究方向
桥梁结构抗震减震理论技术
功能可恢复桥梁结构新体系
主要论文论著
[1]Dong Huihui, Han Qiang, Bi Kaiming, Zhang Chao, Xiuli Du. Ductility demand spectra of the self-centering structure subjected to near-fault pulse-like ground motions. Journal of Earthquake Engineering. 2021. DOI: 10.1080/13612469.2012.1911886
[2]Dong Huihui, Han Qiang, Du Xiuli, Liu Jingbo. Inelastic response spectra of the typical flag-shaped hysteretic model for self-centering structures subjected to near-fault pulse-type ground motions. Earthquake spectra. 2021. DOI: 10.1177/87552930211000359
[3]Dong Huihui, Du Xiuli, Han Qiang, Bi Kaiming. Numerical Studies on the Seismic Performances of RC Two-Column Bent Bridges with Self-Centering Energy Dissipation Braces. Journal of Structural Engineering, 2020, 146(4): 04020038.
[4]Dong Huihui, Han Qiang, Du Xiuli, Liu Jingbo. Constant ductility inelastic displacement ratios for the design of self-centering structures with flag-shaped model subjected to pulse-type ground motions. Soil Dynamics and Earthquake Engineering. 2020, 133: 106143.
[5]Dong Huihui, Han Qiang, Du Xiuli, Liu Jingbo. Residual displacement responses of the SDOF system subjected to near-fault pulse-like ground motions. Structure and Infrastructure Engineering. 2020. DOI: 10.1080/15732479.2020.1835997
[6]Dong Huihui, Han Qiang, Du Xiuli. Application of an extended Bouc-Wen model for hysteretic behavior of the RC structure with SCEBs. Structural Engineering and Mechanics, 2019, 71(6): 683-697.
[7]Dong Huihui, Han Qiang, Du Xiuli, Hao Hong, Bi Kaiming. Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces. Bulletin of Earthquake Engineering. 2019, 17(6): 3255-3281.
[8]Dong Huihui, Han Qiang, Du Xiuli. Seismic responses of steel frame structures with self-centering energy dissipation braced on SMA cables. Advances in Structural Engineering. 2019, 22(9):2136-2148.
[9]Dong Huihui, Du Xiuli, Han Qiang, Hao Hong, Bi Kaiming, Wang Xiaoqiang. Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers. Engineering Structures. 2017, 148:47-62.
[10]董慧慧, 白玉磊, 韩强,等. 新型SCEB力学性能及其在双柱式桥梁结构中的应用[J]. 中国公路学报, 2017, 30(012):196-204.
基本信息
Name: Dong Huihui
Gender:Female
Degrees:Ph. D
Title:Lecturer
E-mail:donghh@bjut.edu.cn
Current Professional Societies
Research Areas:Seismic resilience of the bridges
Publications
[1]Dong Huihui, Han Qiang, Bi Kaiming, Zhang Chao, Xiuli Du. Ductility demand spectra of the self-centering structure subjected to near-fault pulse-like ground motions. Journal of Earthquake Engineering. 2021. DOI: 10.1080/13612469.2012.1911886
[2]Dong Huihui, Han Qiang, Du Xiuli, Liu Jingbo. Inelastic response spectra of the typical flag-shaped hysteretic model for self-centering structures subjected to near-fault pulse-type ground motions. Earthquake spectra. 2021. DOI: 10.1177/87552930211000359
[3]Dong Huihui, Du Xiuli, Han Qiang, Bi Kaiming. Numerical Studies on the Seismic Performances of RC Two-Column Bent Bridges with Self-Centering Energy Dissipation Braces. Journal of Structural Engineering, 2020, 146(4): 04020038.
[4]Dong Huihui, Han Qiang, Du Xiuli, Liu Jingbo. Constant ductility inelastic displacement ratios for the design of self-centering structures with flag-shaped model subjected to pulse-type ground motions. Soil Dynamics and Earthquake Engineering. 2020, 133: 106143.
[5]Dong Huihui, Han Qiang, Du Xiuli, Liu Jingbo. Residual displacement responses of the SDOF system subjected to near-fault pulse-like ground motions. Structure and Infrastructure Engineering. 2020. DOI: 10.1080/15732479.2020.1835997
[6]Dong Huihui, Han Qiang, Du Xiuli. Application of an extended Bouc-Wen model for hysteretic behavior of the RC structure with SCEBs. Structural Engineering and Mechanics, 2019, 71(6): 683-697.
[7]Dong Huihui, Han Qiang, Du Xiuli, Hao Hong, Bi Kaiming. Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces. Bulletin of Earthquake Engineering. 2019, 17(6): 3255-3281.
[8]Dong Huihui, Han Qiang, Du Xiuli. Seismic responses of steel frame structures with self-centering energy dissipation braced on SMA cables. Advances in Structural Engineering. 2019, 22(9):2136-2148.
[9]Dong Huihui, Du Xiuli, Han Qiang, Hao Hong, Bi Kaiming, Wang Xiaoqiang. Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers. Engineering Structures. 2017, 148:47-62.
[10]Dong Huihui, Han Qiang, Du Xiuli, Qiu Canxing. Strength reduction factor of self-centering structures under near-fault pulse-like ground motions[J]. Advances in Structural Engineering, 2020, 24(1).
