其他联系方式
罗峥
工学博士，准聘副教授 / 硕士生导师
国家一级注册结构工程师
研究方向：
[1] 工程结构减震及韧性提升.
[2] 非结构构件地震损伤评估.
[3] 基于机器视觉的结构损伤识别及健康监测.
科研项目：
[1] 中国博士后科学基金，第75批面上资助，位移放大型自复位消能连梁减震控制研究，主持.
[2] 陕西省自然科学基金，面上项目，基于韧性提升的双阶段黏滞自复位连梁减震性能研究，主持.
[3] 陕西省教育厅重点项目，高校工程中心项目，低损伤外墙系统摇摆减震机理及建筑韧性提升研究，主持.
[4] 上海市工程结构安全重点实验室开放课题，型钢高性能混凝土柱抗震性能退化机理研究，主持.
[5] 西安建筑科技大学交叉研究专项，基于深度学习的浮放物品动力响应预测及地震损失评估，主持.
[6] 企业课题，超高层连体结构摩擦消能桁架试验研究，主持.
[7] 企业课题，基于激光点云的既有大跨网格结构变形识别及力学状态反演方法研究，主持.
[8] 企业课题，“华龙一号”核电厂主控制室非结构构件抗震安全性评估，主持.
[9] 企业课题，“华龙一号”核电厂安全壳钢模块施工过程安全性评估，主持.
荣誉及获奖：
[1] 中国土木工程学会优秀毕业生, 排名1/1.
[2] 2025年度华夏建设科学技术奖二等奖, 型钢再生混凝土组合结构设计理论及灾变控制关键技术, 排名5/10.
[3] 2025年度陕西省高等学校科学技术奖一等奖, 现代仿古建筑震损机理与灾变控制关键技术及工程应用, 排名5/10.
期刊论文：
[1] 罗峥, 薛建阳, 戚亮杰, 任瑞, 隋龑. 杠杆型黏滞阻尼连梁动力试验及减震性能研究. 土木工程学报 [2026-04-08]. https://doi.org/10.15951/j.tmgcxb.26010033.
[2] Luo Z., MacRae, G. A., Golondrino, J. C. C., Brosnan, R. C. A., & El-Mashalgi, B. A. A. Enhancing Structural Dynamic Stability Using Two‐Stage Friction Connections (TFCs). Earthquake Engineering & Structural Dynamics, 2025, 54(11): 2748-276.
[3] Luo Z., MacRae, G. A., Jia, L. J., Xiang, P., Dhakal, R., & Shrestha, R. Enhancing building resilience for post-earthquake inspection and repair using structural access panels in NSEs. Engineering Structures, 2025, 336: 120449.
[4] Luo Z., Xue, J. Y., Sui, Y., Bai, C. Y., & Qi, L. J. Seismic protection of coupled wall structures using viscously damped coupling beams: Experimental and numerical investigations. Soil Dynamics and Earthquake Engineering, 2025, 196: 109510.
[5] Luo Z., MacRae, G., Xue, J. Y., & Pettinga, D. Benefit of structural access panels (SAP) for post-earthquake structural health monitoring. Bulletin of Earthquake Engineering, 2024, 22(4): 1881-1907.
[6] Luo Z., Xue, J. Y., Sui, Y., Bai, C. Y., Qi, L. J., & Pan, H. Amplified viscously damped coupling beam (AVDCB): A high-efficiency seismic damping solution for coupled wall structures. Structures, 2025, 78: 109319.
[7] Luo Z., Xue, J. Y., Zhou, T. G., Qi, L. J., & Zhao, X. B. Shaking table tests and seismic design suggestions for innovative suspended ceiling systems with detachable metal panels. Engineering Structures, 2021, 232: 111830.
[8] Luo Z., Xue, J. Y., Qi, L. J., & Sui, Y. Experimental and numerical study on viscously-damped outriggers with amplifying devices. Journal of Building Engineering, 2021, 38: 102172.
[9] Qi, L., Meng, R., Luo Z.(通讯), Li, Y., Jiang, K., & Xue, J.. Axial tensile hysteretic performance and analytical model of joints in prefabricated dual-column load-bearing hanger systems. Engineering Structures, 2026, 348, 121777.
[10] Bai C. Y., Xue J. Y., Luo Z. (通讯), Liu R., Ding, S.. Hysteretic behavior and seismic control of a novel dual-stage friction self-centering damper using nitrogen gas springs. Construction and Building Materials, 2025, 502: 144370.
[11] Qi, L. J., Wei, G. Z., Luo Z. (通讯), Niu, H., & Xue, J. Y. Seismic damage mitigation for ceiling runner joints using spring assembly: Experimental and multi-scale numerical investigation. Engineering Structures, 2025, 338: 120593.
[12] Qi, L. J., Li, L. X., Luo Z. (通讯), Luo, Z. H., Jiang, K., & Jin, Z. Y. Shear hysteretic performance of interlocking joints in support and suspension systems. Structures, 2025, 80: 110159.
[13] Liu, R., Xue, J. Y., Luo Z. (通讯), & Bai, C. Y. Enhancing the seismic resilience of structures using a two-stage friction self-centering damper (TFSD). Journal of Building Engineering, 2025: 114290.
[14] Ren, R., Zhang, B. J., Luo Z. (通讯), & Zhang, X. Experimental investigation of the bond-slip behavior between steel section and concrete under different loading histories. Structures, 2025, 81: 110303.
[15] 戚亮杰,李一航,罗峥(通讯),等.齿状咬合连接的装配式支吊架T形节点轴拉性能研究.建筑结构学报,2025,46(10):144-156.
[16] 戚亮杰,魏光泽,罗峥(通讯),等.复位型明架吊顶主-次龙骨节点轴向受力性能研究.土木工程学报. https://doi.org/10.15951/j.tmgcxb.24080699.
[17] 戚亮杰,罗自豪,罗峥(通讯),等.装配式支吊架高强螺栓咬合连接抗剪性能研究.工程力学. https://link.cnki.net/urlid/11.2595.O3.20250630.1357.014.
[18] Xue, J. Y., Zhang, W., Luo Z. (通讯), Qi, L. J., & Yan, S. Investigation on seismic damping effect of an innovative amplified viscously damped outrigger for super high-rise structures. Archives of Civil and Mechanical Engineering, 2022, 23(1): 37.
[19] 薛建阳,罗峥,隋龑,等.位移放大型黏滞阻尼伸臂桁架减震效果及动力试验研究.建筑结构学报,2022,43(07):21-31.
专利和软著：
[1] 罗峥,范力,刘俊,等.一种应用于网架结构圆钢管杆件的挠度非接触检测方法, ZL 2025 1 1100258.3.
[2] 任瑞,罗峥,施淳伟,等.既有建筑空间杆系组合结构逆向BIM建模方法、系统和设备, ZL 2025 1 1841890.3.
[3] 罗峥, 范嘉轩, 施淳伟, 等. 基于激光点云的大跨度网架结构球节点几何参数识别软件V1.0, 2025SR2066746.
[4] 施淳伟, 罗峥, 石磊, 等. 基于Lidar实测数据的既有大跨网格结构杆件轴线逆向生成软件, 2025SR2235930.
[5] 罗峥, 马乐为. 基于抗震韧性的建筑结构减震阻尼器检修门价值评估软件V1.0, 2024SR0125271.
[6] 潘宏, 罗峥, 李皓, 等. 一种基于绳索与杠杆的双重位移放大减震系统, ZL 2024 2 2675755.3.
[7] 田鹏刚, 罗峥, 杨永, 等. 一种基于自复位阻尼器的装配式双阶段消能减震柱脚, ZL 2024 2 2590614.1.
参编标准：
[1] 《型钢混凝土异形柱结构技术标准》(T/CSCS 014-2021).
[2] 《民用建筑工程抗震设防超限界定标准》(DB63/T 2532-2026).
