个人简介
教育经历
2012.09～2018.01 同济大学 结构工程 博士
2009.09～2012.06 同济大学 结构工程 硕士
2005.09～2009.06 太原理工大学 土木工程 本科
工作经历
2021.04～2021.12 东京工业大学 科学技术创成研究院 助理教授（特任）
2020.07～2021.03 东京工业大学 科学技术创成研究院 博士后研究员
2018.07～2020.07 京都大学 大学院 工学研究科 博士后研究员
学术荣誉
上海市青年领军人才（海外）
日本学术振兴会（JSPS）外国人特别研究员
科研奖励
中国钢结构协会科学技术特等奖（2022）
其他奖励
同济大学追求卓越奖（2018）
上海市优秀毕业生（2018）
刘恢先地震工程奖学金（2017）
研究领域
高性能抗震防灾钢结构建筑系统
装配式绿色可循环钢结构建筑系统
既有钢结构性态评估与性能提升
近期论文
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Shi-Li Guo, Xiang Y#, Guo-Qiang Li. Floor seismic response spectrum for the building equipped with visco-elastic decouplers. International Journal of Structural Stability and Dynamics. 2023;23(16-18):2340032.
相阳, 杨熙玲, 李国强#. 黏弹性减震楼盖与传统楼盖钢框架抗震性能对比研究. 建筑结构学报. 2023;44(11):36-45.
Xiang Y, Wang M#, Sun FF, Li GQ#. Aseismic high-rise structure with visco-elastically connected shear- and flexural-subsystems. Engineering Structures. 2023;291: 116409.
Xiang Y, Zhang YJ, Xu F, Li GQ#. Feasibility of a nonlinear spectral approach for peak floor acceleration of multi-story bilinear hysteretic buildings. Bulletin of Earthquake Engineering. 2023;21:349-73.
Li YW, Xiang Y#, Wang M#. Global optimization of locally installed adaptive negative stiffness amplifying damper in steel frames through rocking wall. Journal of Building Engineering. 2022;60:105196.
Li YW, Wang M#, Xiang Y. Structural feasibility of braced-damper system with adaptive negative stiffness devices in yielding multi-storey steel frames. Journal of Constructional Steel Research. 2022;197:107494.
Xiang Y#, Guo J, Kishiki S. Analytical approach for vertical floor acceleration of regular RC frames under earthquake excitation. Engineering Structures. 2022;251:113546.
Wang M, Li YW#, Nagarajaiah S#, Xiang Y. Effectiveness and robustness of braced‐damper systems with adaptive negative stiffness devices in yielding structures. Earthquake Engineering & Structural Dynamics. 2022;51(11):2648-67.
Zhu ZC, Xiang Y#, Peng YY, Luo YF. Earthquake-induced collapse of steel latticed shell: Energy criterion implementation and experimental validation. Engineering Structures. 2021;236:112102.
Yang X, Xiang Y#, Luo YF, Guo XN, Liu J. Axial compression capacity of steel circular tube with large initial curvature: Column curve and application in structural assessment. Journal of Constructional Steel Research. 2021;177:106481.
Xiang Y#, Koetaka Y, Nishira K. Steel frame with aseismic floor: From the viscoelastic decoupler model to the elastic structural response. Earthquake Engineering & Structural Dynamics. 2021;50(6):1651-70.
Xiang Y#, Xie HR. Probabilistic effectiveness of visco-elastic dampers considering earthquake excitation uncertainty and ambient temperature fluctuation. Engineering Structures. 2021;226:111379.
Guo J#, Xiang Y, Fujita K, Takewaki I. Vision-based building seismic displacement measurement by stratification of projective rectification using lines. Sensors. 2020;20(20):5775.
Xiang Y#, Zhang YJ, Guo J, Chen J. Effect of the primary structure on the seismic response of the cable-net fa?ade. Engineering Structures. 2020;220:110989.
Xiang Y#, Koetaka Y. Structural feasibility of incorporating the LVEM-isolated floor in the first story of a two-story steel frame. Engineering Structures. 2019;199:109686.
Xiang Y#, Koetaka Y, Okuda N. Single-story steel structure with LVEM-isolated floor: Elastic seismic performance and design response spectrum. Engineering Structures. 2019;196:109314.
Xiang Y#, Koetaka Y. Ductility demand of bilinear hysteretic systems with large post-yield stiffness: Spectral model and application in the seismic design of dual-systems. Engineering Structures. 2019;187:504-17.
Xiang Y#, Huang QL. Damping modification factor for the vertical seismic response spectrum: A study based on Japanese earthquake records. Engineering Structures. 2019;179:493-511.
Zhu ZC, Luo YF#, Xiang Y. Global stability analysis of spatial structures based on Eigen-stiffness and structural Eigen-curve. Journal of Constructional Steel Research. 2018;141:226-40.
Xiang Y, Luo YF#, Huang QL, Zhu ZC. Probabilistic inelastic seismic demand spectra for large-span planar steel structures subjected to vertical ground motions. Engineering Structures. 2018;174:646-62.
Xiang Y, Luo YF#, Huang QL, Shen ZY. Vertical ductility demand and residual displacement of roof-type steel structures subjected to vertical earthquake ground motions. Soil Dynamics and Earthquake Engineering. 2018;104:259-75.
朱钊辰, 相阳, 罗永峰#. 空间结构静力稳定分析与评定的特征刚度法. 浙江大学学报 (工学版). 2017;51(11):2112-20.
Xiang Y#, Luo YF, Zhu ZC, Shen ZY. Estimating the response of steel structures subjected to vertical seismic excitation: idealized model and inelastic displacement ratio. Engineering Structures. 2017;148:225-38.
Xiang Y, Luo Y#, Gao X, Shen Z. Analyzing the seismic response of nonlinear cable net structure by the linear response spectrum analysis method. Advances in Structural Engineering. 2018;21(2):185-200.
郭小农, 王丽, 相阳#, 熊哲, 赵卫华, 严勇. 铝合金板式节点网壳阻尼特性试验研究. 振动与冲击. 2016;35(18):34-9.
相阳, 罗永峰#, 朱钊辰, 沈祖炎. 基于设计反应谱的空间结构弹塑性地震反应分析方法. 建筑结构学报. 2017;38(9):74-83.
Xiang Y#, Luo YF, Shen ZY. An extended modal pushover procedure for estimating the in-plane seismic responses of latticed arches. Soil Dynamics and Earthquake Engineering. 2017;93:42-60.
Xiang Y, Luo Y, Guo X#, Xiong Z, Shen Z. A linearized approach for the seismic response analysis of flexible cable net structures. Soil Dynamics and Earthquake Engineering. 2016;88:92-108.
相阳, 罗永峰#, 沈祖炎. 索杆结构非线性地震反应分析的设计反应谱法. 上海交通大学学报. 2016;50(11):1712-8.
相阳, 罗永峰#, 廖冰, 沈祖炎. 球面网壳地震动输入与振型响应的相关性. 浙江大学学报 (工学版). 2016;50(6):1040-7.
相阳, 罗永峰#, 郭小农, 沈祖炎. 基于整体刚度参数的空间结构模态推覆分析. 同济大学学报: 自然科学版. 2015;43(12):1771-6.
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