相阳

Position：Associate professor

Degree： Doctoral Degree in Engineering

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  • Affiliate:土木工程学院 建筑工程系

      Research Interests

      1. High performance aseismic and disaster-resistant steel structural systems

      2. Low-carbon steel building structure and green-energy infrastructures

      3. Performance elevation or retrofit of existing steel structures

      Projects

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

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

      3. National Key Research and Development Program of China (No. 2023YFC3806602), Participating.

      Publications

      [46] Guo SL, Xiang Y#, Li GQ. Visco-elastically connected shear-flexural structure: elastoplastic seismic response property and a simplified analysis procedure. Bulletin of Earthquake Engineering. https://doi.org/10.1007/s10518-026-02444-6.

      [45] 相阳, 张宇晨, 张晋川, 李国强#, 孙飞飞. 黏弹性夹层板减振理论与试验研究. 建筑结构学报. 2026;47(3):146-156.

      [44] Yang B, Xiang Y#, Cui YQ, Li GQ, Shi WJ. Thread-anchored blind bolt with local plate-attached thread-extension. Structures. 2026;87:111696.

      [43] Cui YQ, Xiang Y#, Yang B, Guo SL, Li GQ. Tightknit pin joint with tapered sleeve: Behavior of connection and effect on viscous damper efficiency. Engineering Structures. 2026;355:122432.

      [42] 相阳, 徐奎元, 李国强#. 隔震结构啮噬抗风装置及结构响应分析. 建筑结构学报. 2025;46(11):250-261.

      [41] Liao L, Guo SL, Diana F, Xiang Y#, Mele E, Wang M, Li GQ. Seismic performance of high-rise structure incorporating frame-core decoupling and inter-story isolation mechanisms. Engineering Structures. 2026;351:122017.

      [40] Yang B, Xiang Y#, Wang YB, Chen C, Li GQ. Corrugated plate-linked column-wall with large aspect-ratio _ Loading test and stiffness calibration. Thin-Walled Structures.  2025;215:113534.

      [39] Xiang Y#, Xu KY, Kishiki S, Cui YQ, Li GQ. Damage-Free Wind-Restraint Device for a Base-Isolated Building Structure. Journal of Structural Engineering. 2026;152(1):04025234.

      [38] Cui YQ, Guo SL, Xiang Y#, Kim J, Jin HJ, Li GQ. Triangular pyramid scissor-jack-damper for enhanced stability and sfficiency. Structures. 2025 April;76:108920. https://doi.org/10.1016/j.istruc.2025.108920.

      [37] Yang XL, Xiang Y#, Li GQ, Li HF, Cui YQ. Novel Scissor‐Jack‐Damper With Spatial Configuration and Enhanced Efficiency. The Structural Design of Tall and Special Buildings. 2025;34:e70008. https://doi.org/10.1002/tal.70008.

      [36] He C, Sun FF, Li GQ#, Xiang Y. Amplitude-dependent modal viscous damping for distributed stick–slip systems. Earthquake Engineering & Structural Dynamics. 2024 July. https://doi.org/10.1002/eqe.4200.

      [35] Guo SL, Xiang Y#, Dai L, Li GQ. Quantification of floor seismic response: Formulated PFA for non-classically damped structure and empirical PFV for elasto-plastic structure. Soil Dynamics and Earthquake Engineering. 2024 June 1;181:108638.

      [34] 相阳, 王萌, 孙飞飞, 李国强#. 黏弹性连接弯-剪抗侧体系结构抗震性能. 工程力学. https://link.cnki.net/urlid/11.2595.O3.20231226.0919.002.

      [33] Wang M, Xiang Y#, Sun FF, Li GQ. Multi-objective seismic optimization and evaluation of core-damper-frame tall buildings considering SSI effect. Soil Dynamics and Earthquake Engineering. 2024 May 1;180:108609.

      [32] Yan J, Wu J, Xiang Y, Jiang A, Cao H, Han X#, Li H#. Seismic performance assessment of GFRP-steel double-skin confined rubber concrete composite columns. Journal of Constructional Steel Research. 2024 May 1;216:108597.

      [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.



      Patents

      1. 相阳，徐奎元，李国强.  啮合式剛性可変耐風免震支持座.  日本专利：特许第7360590号.

      2. Yang Xiang, Kui-Yuan Xu, Guo-Qiang Li. Damage-free engagement device for enhanced wind-resistance of base-isolated structures. U.S. Patent No.: US 11,959,273 B1.

      3. 相阳，杨熙玲，李国强. 基于线性执行器的智能调谐质量阻尼器. 专利号：ZL 2023 1 0236847.9.

      4. 相阳，钟云龙，李国强. 一种装配式拉索-轻钢龙骨建筑隔墙结构. 专利号：ZL 2022 1 1517654.2.

      5. 相阳，杨熙玲，徐奎元，李国强. 一种基于剪刀式放大机制的大尺寸X形拉索消能构件. 专利号：ZL 2023 1 1359844.0.

      6. 相阳，郭世立，杨熙玲，李国强. 一种轴向变形转换式阻尼消能机构. 专利号：ZL 2023 1 0451138.2.

      7. 相阳，张晋川，李国强，孙飞飞. 一种对拉嵌套厚肉橡胶竖向隔震控振框架柱. 专利号：ZL 2023 1 1752335.4.

      8. 徐奎元，相阳，杨熙玲，李国强. 压槽咬合式抗风隔震支座. 专利号：ZL 2023 1 0036587.0.

      9. 相阳，徐奎元，钟云龙，李国强. 咬合式变刚度抗风隔震支座. 专利号：ZL 2023 1 0035365.7.

      10. 徐奎元，相阳，杨熙玲，钟云龙，李国强. 结合爪式限力器的抗风隔震支座. 专利号：ZL 2023 1 0035361.9.

      11. 杨熙玲，相阳，钟云龙，李国强. 用于缩尺结构模型振动台试验的弱刚度梁柱节点. 专利号：ZL 2022 1 1522423.0.

      12. 廖丽莎，相阳，钟云龙，李国强. 一种柔性耗能连接的框架核心筒结构. 专利号：ZL 2023 1 0024320.X.

      13. 杨博，相阳，廖丽莎，郭世立，李国强. 一种用于结构拟静力试验的定向滑移铰支座及其装配方法. 专利号：ZL 2024 1 0351790.1.

      14. 相阳，崔艺琼，李国强，孙飞飞. 一种大跨度空间结构温度变形自适应组合隔震装置. 专利号：ZL 2023 1 1407744.0.

      15. 相阳，廖丽莎，杨熙玲，钟云龙，李国强. 一种黏弹性连接钢框架-剪力墙结构. 专利号：ZL 2022 1 1709434.X.

      16. 相阳，钟云龙，李国强. 一种多阶段受力防倒塌屈曲约束支撑. 专利号：ZL 2022 1 1368780.6.

      17. Yang Xiang, Lisha Liao, Guo-Qiang Li, Kui-Yuan Xu, Yi-Qiong Cui. Configuration and Close-Fitting Joint for Second-Order Scissor Damper and Assembly Method for the Same. U.S. Patent No.: US 11,959,273 B1.

      18. 相陽，廖麗莎，李国强，杨熙玲，郭世立. 二段せん断型ダンパーの構造および密着ノードおよび組立方法. 日本专利：特许第7804716号.

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