1. Lin KQ, Li Y, Lu XZ, Guan H. Effects of seismic and progressive collapse designs on the vulnerability of RC frame structures. Journal of Performance of Constructed Facilities, 2016, 04016079. (Most read article TOP3, > 10 months, JCR 3区,中科院3区)
2. Lin KQ, Lu XZ, Li Y, Guan H. Experimental study of a multi-hazard resistant prefabricated reinforced concrete frame structure. Soil Dynamics and Earthquake Engineering, 2019, 119: 390-407. doi: 10.1016/j.soildyn.2018.04.011 (JCR 2区,中科院2区)
3. Lin KQ, Lu XZ*, Li Y, Zhuo WD, Guan H. A novel structural detailing for the improvement of seismic and progressive collapse performances of RC frames. Earthquake Engineering & Structural Dynamics, 2019, 48(13): 1451-1470. (JCR 1区,中科院1区)
4. Lin KQ, Xu YL*, Lu XZ, Guan ZG, Li JZ. Cluster computing-aided model updating for a high-fidelity finite element model of a long-span cable-stayed bridge. Earthquake Engineering & Structural Dynamics. 2020, 49(9): 904-923. DOI: 10.1002/eqe.3270. (JCR 1区,中科院1区)
5. Lin KQ, Xu YL, Lu XZ, Guan ZG*, Li JZ. Collapse prognosis of a long-span cable-stayed bridge based on shake table test and nonlinear model updating. Earthquake Engineering & Structural Dynamics, 2021, 50(2): 455-474. DOI: 10.1002/eqe.3341 (JCR 1区,中科院1区)
6. Lin KQ, Xu YL*, Lu XZ, Guan ZG, Li JZ. Time history analysis-based nonlinear finite element model updating for a long-span cable-stayed bridge. Structural Health Monitoring, 2021, 20(5): 2566-2584. doi:10.1177/1475921720963868 (JCR 1区,中科院2区)
7. Lin KQ, Xu YL*, Lu XZ, Guan ZG, Li JZ. Digital twin-based collapse fragility assessment of a long-span cable-stayed bridge under strong earthquakes. Automation in Construction, 2021, 123: 103547. doi:10.1016/j.autcon.2020.103547 (JCR 1区,中科院1区)
8. Lin KQ, Chen ZF*, Li Y, Lu XZ. Uncertainty analysis on progressive collapse of RC frame structures under dynamic column removal scenarios. Journal of Building Engineering, 2022, 46, 103811. https://doi.org/10.1016/j.jobe.2021.103811 (JCR 1区,中科院2区)
9. Chen ZF, Zhu YQ, Lu XZ, Lin KQ*. A simplified method for quantifying the progressive collapse fragility of multi-story RC frames in China. Engineering Failure Analysis, 2023, 143: 106924. (JCR 2区,中科院2区)
10. Lin KQ, Xu YL*, Lu XZ, Guan ZG, Li JZ. Digital twin-based life-cycle seismic performance assessment of a long-span cable-stayed bridge. Bulletin of Earthquake Engineering, 2023, 21(2): 1203-1227. (JCR 1区,中科院2区)
11. Lin KQ, Li DY, Xie LL, He M, Sun Y*. Analytical model for progressive collapse of RC frame beam-column substructures using multi-gene genetic programming. International Journal of Structural Stability and Dynamics. 2023: 2350150. https://doi.org/10.1142/S021945542350150X (JCR 2区,中科院3区)
12. Lin KQ, Wu ZW*, Zhu YQ, Zheng JH, Li Y, Lu XZ. Progressive collapse design optimization of RC frame structures using high-performance computing. Structures, 2023, 50: 823-834. (JCR 2区,中科院2区)
13. Lin KQ, Zheng JH, Wu ZW, Lu XZ, Li Y*. Risk-based life cycle cost–benefit analysis for progressive collapse design of RC frame structures. Structures, 2024, 63: 106468. (JCR 2区,中科院2区)
14. Zheng JH, Wang DR, Guan ZG, Lin KQ*. Cluster computing-aided open-source programming framework for model updating of civil structures. Structural Control & Health Monitoring, 2024: 9331705. https://doi.org/10.1155/2024/9331705. (JCR 1区,中科院2区)
15. Cai L, Wu SF, Lin KQ*, Sun ZX, Zhuo WD. Experimental and numerical study of a novel double-stage capacity-adjustable buckling-restrained brace. Structures, 2025, 78: 109275.
16. Cai L, Chen ZW, Lin KQ*, Zhuo WD, Lu XZ. Experimental and analytical study of a novel double-stage capacity-adjustable buckling-restrained brace. Engineering Structures, 2025, 339: 120595.
17. Lin KQ, Tang YC, Zeng JC, Lu XZ, Guan ZG. Enhanced recoverable particle swarm optimization with adaptive population size reduction for complex engineering problems. Structural and Multidisciplinary Optimization, 2025, 68: 118.
18. Lin KQ, Chen JY, Chen ZW, Yuan HH, Xie LL*. Novel capacity-adjustable BRB for improving the seismic performance of tall-pier bridges. Structural Control and Health Monitoring, 2025. (Accepted)
19. 林楷奇, 解琳琳, 陆新征, 卢啸. 基于开源计算程序的特大跨斜拉桥地震灾变及倒塌分析. 工程力学. 2016, 33(1): 72-80. (EI)
20. 陈泽帆, 林楷奇*, 陆新征, 李易. RC框架梁柱子结构抗连续倒塌性能不确定性分析. 工程力学. 2021, 38(6): 72-80.(EI)
21. 郑俊浩, 王达荣, 管仲国, 林楷奇*. 基于开源程序的大跨桥梁模型更新. 工程力学, doi: 10.6052/j.issn.1000-4750.2022.11.1022
22. 林楷奇, 郑俊浩, 陆新征*.数字孪生技术在土木工程中的应用:综述与展望.哈尔滨工业大学学报, 2024, 56(1): 1-16.
23. 吴苏静, 陈金盛, 张舒宁, 郑俊浩, 林楷奇*. RC框架连续倒塌抗力优化的混合设计算法研究. 工程力学, doi: 10.6052/j.issn.1000-4750.2023.09.0712
24. 蔡亮, 杨金栋, 林楷奇*, 卓卫东, 陆新征. 两阶段受力可调控的屈曲约束支撑牺牲连接组件试验研究. 工程力学, doi: 10.6052/j.issn.1000-4750.2024.01.0062
1. 陆新征, 林楷奇, 解琳琳. 多灾害防御结构. 发明专利, 专利号: ZL 201710183905.0, 申请日期: 2017/3/24, 授权日期: 2022/11/11.
2. 林楷奇, 蔡亮. 一种用于支撑偏心受力加载的装置. 实用新型专利, 授权号: ZL 2024 2 0500406.5, 申请日期: 2024/3/15, 授权日期: 2024/10/18.
3. 林楷奇, 蔡亮. 一种用于支撑偏心受力加载的装置及其加载方法. 发明专利, 授权号: ZL 2024 1 0295176.8, 申请日期: 2024/3/15, 授权日期: 2025/9/19.
4. 林楷奇, 蔡亮, 吴少峰. 一种具有两阶段受力可调控的牺牲-耗能支撑结构. 实用新型专利, 授权号: ZL 2024 2 0518073.9, 申请日期: 2024/3/18, 授权日期: 2024/10/29.
5. 福州大学. 基于高性能计算集群的结构新能评估平台V1.0. 软件著作权,登记号2023SR1220006, 2023年10月12日.
6. 福建省高速公路科技创新研究院有限公司, 福建省交通规划设计院有限公司, 福州大学. 基于并行计算的结构损伤识别系统V1.0. 软件著作权, 登记号2024SR1080133, 2024年7月29日.
7. 陆新征, 韩博, 曾翔, 熊琛, 林楷奇, 许镇. 清华校园建筑震害预测与展示程序. 软件著作权,登记号2014SR053677.