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罗峥,工学博士,校聘副教授,国家一级注册结构工程师。主要从事结构抗震性能设计、减震与韧性提升、复杂工程结构智能分析及数字化建模等方向研究。提出并完善多阶段摩擦连接模型,揭示摩擦阻力对连接滑移强度及结构动力稳定性的作用机制,实现结构峰值位移和残余变形的有效控制;在摇摆式外墙板体系研究中,提出主动抗震设计理念,通过调控外墙板自复位能力和能量耗散特性,显著提升结构整体动力稳定性;开发基于三维激光点云的高效识别和逆向建模技术,为大跨度网格结构安全评估和智能化建模提供技术支撑。主持省部级课题2项,参与国家级课题3项,发表论文20余篇,授权专利10余项,参编规程2部,研究成果为建筑结构抗震设计及韧性提升提供了重要理论与技术支撑。
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支持扩展名:.rar .zip .doc .docx .pdf .jpg .png .jpeg主持科研课题:
[1]陕西省自然科学基金面上项目, 面向建筑韧性提升的自复位消能连梁减震控制研究(2025JC-YBMS-487),主持, 2025.5-2027.5.
[2]中国博士后基金75批面上资助, 位移放大型消能连梁减震控制研究(2024MD753965), 主持, 2024.7 - 2026.7.
[3]陕西省教育厅重点科学研究项目, 混凝土外墙系统摇摆减震机理及建筑韧性提升研究(24JR092), 主持, 2025.1-2026.12.
[4]西安建筑科技大学交叉研究基金, 基于深度学习的浮放物品动力响应预测及地震损失评估(X20240126), 主持, 2025.1-2026.12.
[5]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, 2025.1-2026.12.
[6]企业课题, 陆丰核电厂5、6 号机组核岛主控区非结构系统抗震性能评估,主持, 2025.3-2026.12.
[7]企业课题, “华龙一号”核电厂安全壳模块化吊装技术开发,主持,结题.
[8]企业课题, “华龙一号”核电厂主控制室非结构抗震试验及设计研究,主持,结题.
参与科研课题:
[1]国家自然科学基金面上项目(52478558), 医疗建筑复位型明架吊顶系统地震损伤机理及性能评估方法研究, 参与, 2025.1-2028.12.
[2]新西兰地震韧性中心交叉学科课题IP1, Functional Recovery with Repairable Multi-storey Buildings, 参与, 结题.
[3]ILEE中国新西兰合作项目, 低损伤钢结构建筑足尺振动台试验, 参与, 结题.
[4]柳州OVM有限公司科研项目(2018037), 附设粘滞阻尼器超高层结构减震设计方法研究, 参与, 结题.
[5]国家自然科学基金面上项目(51178384), 型钢再生混凝土结构体系性能与灾变控制方法研究,参与, 结题.
学术论文:
[1]Zheng Luo, Gregory A. MacRae*, Jose C. Chanchi Golondrino, Ruaidhri C. A. Brosnan, Bader A. A. El-Mashalgi. Enhancing Structural Dynamic Stability using Two-stage Friction Connections (TFCs), Earthquake Engineering & Structural Dynamics, 2025: 1-17. https://doi.org/10.1002/eqe.4386 (中科院二区)
[2]Zheng Luo*, Gregory A. MacRae, Liang-jiu Jia, Ping Xiang, Rajesh Dhakal, Rajesh Shrestha. Enhancing building resilience for post-earthquake inspection and repair using structural access panels in NSEs, Engineering Structures, 2025; 336, 120449. (中科院一区Top)
[3]Zheng Luo, Jianyang Xue*, Yan Sui, Chengyu Bai, Renmeng Yang, Liangjie Qi. Seismic protection of coupled wall structures using viscously damped coupling beams: Experimental and numerical investigations. Soil Dynamics and Earthquake Engineering, 2025; 196, 109510. (中科院二区Top)
[4]Zheng Luo, Jianyang Xue*, Tiegang Zhou, Liangjie Qi, Xiangbi Zhao. Shaking table tests and seismic design suggestions for an innovative suspended ceiling system with detachable metal panels. Engineering Structures, 2021; 232, 111830. (中科院一区Top)
[5]Zheng Luo*, Gregory MacRae, Jianyang Xue, Pettinga Diddier. Benefit of structural access panels (SAP) for post-earthquake structural health monitoring. Bulletin of Earthquake Engineering, 2024;22:1881-1907. (中科院二区)
[6]Zheng Luo, Jianyang Xue*, Liangjie Qi, Yan Sui. Experimental and numerical study on viscously-damped outrigger with amplifying device. Journal of Building Engineering. 2021; 38,102172. (中科院二区Top)
[7]Liangjie Qi, Guangze Wei, Zheng Luo*, Hao Niu, Jianyang Xue. Seismic damage mitigation for ceiling runner joints using spring assembly: Experimental and multi-scale numerical investigation. Engineering Structures, 2025(Accept) (中科院一区Top)
[8]Jianyang Xue, Wei Zhang, Zheng Luo*, Liangjie Qi, Yan Sui. Investigation on seismic damping effect of an innovative amplified viscously-damped outrigger for super high-rise structures. Archives of Civil and Mechanical Engineering, 23, 37. (中科院二区)
[9]Liangjie Qi, Zheng Luo, Yi Cao, Jianyang Xue. Seismic damage mechanism and performance evaluation of suspended ceiling systems. Journal of Building Engineering, 64, 105595. (中科院二区TOP)
[10]Meng R, Liangjie Qi*, Zheng Luo*, Xue J, Jiang K. Tensile Performance of Occlusive Bolt Connection in Load‐Bearing Support and Hanger System. Earthquake Engineering and Resilience 2025;4:24–40. (EI)
[11]Yang Yong, Jianyang Xue, Zheng Luo, Liu Rui. Manufacturing, testing and simulation of novel dual-stage energy-dissipation and self-centering friction damper. Journal of Constructional Steel Research 2024;222:108949. (中科院二区)
[12]Yang Yong, Jianyang Xue, Zheng Luo, Liu Rui. Experimental and numerical investigation on a novel dual-stage friction self-centering damper. Engineering Structures 2025;326:119606. (中科院二区)
[13]Bai Chengyu, Jianyang Xue, Zheng Luo. Experimental and finite element study on bond behavior between GFRP bar and recycled aggregate concrete. Construction and Building Materials 2024;456:139241. (中科院二区)
[14]薛建阳,罗峥,隋䶮,杨仁猛,刘锦洋,任瑞. 位移放大型黏滞阻尼伸臂桁架减震效果及动力试验研究 [J].建筑结构学报, 2022, 43(07): 21-31.
[15]薛建阳,罗峥,翟磊,黄小刚,高亮. 型钢再生混凝土框架-再生混凝土砌体墙混合结构协同工作机制研究[J].应用基础与工程科学学报,2018,26(05):1041-1054.
[16]薛建阳,张崇新,隋䶮,罗峥*. 黏滞阻尼伸臂对超高层框架-核心筒结构抗震性能的影响研究[J].建筑结构,2021,51(03):83-89.
[17]薛建阳,张崇新,韦亮陆,隋䶮,罗峥*.附设黏滞阻尼器超高层结构的减震效果分析[J].西安建筑科技大学学报,2020,52(01):21-29.
专利及软著:
[1]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, 软件著作权, 2023-10-10.
[2]罗峥,马乐为,韩锦炆,位帅帅,戚亮杰.一种跌级吊顶的抗震结构[P]. 中国专利: ZL 2018 2 2188882.5,2019-09-03.
[3]罗峥,马乐为,韩锦炆.一种抗震吊顶结构[P]. 中国专利: ZL 2018 2 2190105.4, 2019-09-17.
[4]罗峥,马乐为,韩锦炆,马林林.一种用于吊挂灯具的抗震支架[P]. 中国专利:ZL 2018 2 2188900.X, 2019-07-12.
[5]罗峥,马乐为,韩锦炆,马林林.一种用于吊挂灯具的抗震支架结构[P]. 中国专利:ZL 2018 2 2188898.6, 2019-07-09.
[6]薛建阳,刘锦洋,罗峥,隋䶮. 剪刀撑机构伸臂桁架消能减震系统[P].中国专利: ZL 2018 2 2125980.4, 2019-11-12.
[7]薛建阳,刘锦洋,罗峥,隋䶮. T形杠杆机构伸臂桁架消能减震系统[P].中国专利: ZL 2018 2 2126899.8, 2019-09-24.
[8]薛建阳,张崇新,罗峥,隋䶮.一种粘滞阻尼器子结构稳定性增强装置[P]. 中国专利: ZL 2018 2 2125986.1, 2019-09-10.
[9]薛建阳,张崇新,罗峥,隋䶮.一种应用于抗风阻尼器的可拆卸散热装置[P]. 中国专利: ZL 2018 2 2134019.1,2019-09-24.
参编规程:
T/CSCS 014-2021 《型钢混凝土异形柱结构技术标准》 参编
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