I work on the aseismic topics of building structures, covering response analysis approach, performance evaluation and design method, and resilience elevation techniques. I am fascinated by novel, high-efficient, and smart technologies that have the potential to be used in Structural Engineering.

National Key Research and Development Program of China (No. 2022YFC3801904), Participating.

National Natural Science Foundation of China (No. 52308524), Principle Investigator.

Fundamental Research Funds for the Central Universities of China (No. 22120220429), Principle Investigator.

[31] 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.

[30] 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.

[29] 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.

[28] 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.

[27] 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.

[26] 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.

[25] Xiang Y#, Guo J, Kishiki S. Analytical approach for vertical floor acceleration of regular RC frames under earthquake excitation. Engineering Structures. 2022;251:113546.

[24] 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.

[23] 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.

[22] 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.

[21] 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.

[20] Xiang Y#, Xie HR. Probabilistic effectiveness of visco-elastic dampers considering earthquake excitation uncertainty and ambient temperature fluctuation. Engineering Structures. 2021;226:111379.

[19] 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.

[18] Xiang Y#, Zhang YJ, Guo J, Chen J. Effect of the primary structure on the seismic response of the cable-net façade. Engineering Structures. 2020;220:110989.

[17] 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.

[16] 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.

[15] 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.

[14] 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.

[13] 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.

[12] 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.

[11] 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.

[10] 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.

[9] 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.

[8] 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.

[7] 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.

[6] 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.

[5] 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.

[4] 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.

[3] 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.

[2] 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.

[1] 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.