李忠献，林伟，丁阳. 大跨度空间网格结构多维多点随机地震反应分析. 地震工程与工程振动. 2006, 26 (1): 56-63.
丁阳，林伟，李忠献. 大跨度空间结构多维多点非平稳随机地震反应分析. 工程力学. 2007, 24 (3)：97-103.（EI 071810576476）
李忠献，林伟，丁阳. 行波效应对大跨度空间网格结构地震响应的影响. 天津大学学报. 2007, 40 (1): 1-8.（EI 071510546882）
李忠献，林伟，丁阳. 多维地震激励下空间结构MR阻尼器半主动控制. 天津大学学报. 2007, 40 (5): 512-518.（EI 073210754671）
LIN Wei， LI Zhong-Xian, DING Yang. Trust-region based Instantaneous Optimal Semi-active Control on Long-span Spatial Structure with MRF-04K Damper. Journal of Earthquake Engineering and Engineering Vibration. 2008, 7 (4): 447-464.（SCI、EI收录）（EI 20085211815737）
林伟，李忠献，倪一清. 基于信赖域方法的MR阻尼器瞬时最优半主动控制. 工程力学，2009, 26 (9):36-42（EI 20094512432369）
林伟，李忠献，倪一清. 基于信赖域方法的MR阻尼器瞬时最优半主动控制实验研究. 振动工程学报, 2009, 22(5): 519-526（EI 20094912533831）
Ni, Y.Q., Y. Xia, W. Lin, W.H. Chen, and J.M. Ko. 2009. “ANCRiSST Benchmark Problem on Structural Health Monitoring of High-Rise Slender Structures ? Phase I: Reduced-Order Finite Element Model,” in Proceedings of the 5th International Workshop on Advanced Smart Materials and Smart Structures Technology, Boston, Massachusetts, USA.
W. Lin, Y. Q. Ni, Y. Xia, W. H. Chen. “Field Measurement Data and a Reduced-order Finite Element Model for Task I of the SHM Benchmark Problem for High-rise Structures” in Proceedings of the 5th World Conference on Structural Control and Monitoring, 2010,Tokyo, Japan.
W. H. Chen, Z. R. Lu, W. Lin, et al. Theoretical and experimental modal analysis of the Guangzhou New TV Tower. Engineering Structures, 2011, 33(12): 3628-3646.
W. Lin, S. H. Chen, L. Q. Deng. LQG Modal Control on Spatial Structures Using MR Damper. Advanced Materials Research, 2011, 250-253: 2451-2454. (EI 20112314040265)
Y. Zhang, W. Lin. Z. M. Wang. Comparison of Vertical Model and Spatial Model for Vehicle-Track-Bridge Coupling Vibration System, Advanced Materials Research, 2011, 243-249: 4307-4310. (EI 20112314045603)
W. Lin, S. H. Chen, P. Y. Huang. Seismic Analysis of Long-span Connected Structures under Multi-supported and Multi-dimensional Earthquake Excitations. Proceedings of the International Symposium on Innovation & Sustainability of Structures in Civil Engineering, 2011, 1, 640-645.
W. Lin, Z. X. Li, G. M. Zhang, P. Y. Huang. WPT-Based Modal Control on Distributed Structures with MRF-04K Damper, Transactions of Tianjin University, 2011, 17 (6):397-403. EI: 20120714762925.
林伟, 陈尚鸿, 祁皑, 张根明. TIOC半主动控制算法在相邻结构地震响应控制上的应用. 振动与冲击, 2011, 30 (12): 141-146. EI:20120214676516
林伟, 陈尚鸿, 祁皑, 黄立志. 多维多点激励下大跨度连体高层结构地震反应分析. 福州大学学报, 2011, 39 (6): 923-929.
林伟, 陈尚鸿, 张根明.基于部分反馈的LQG模态半主动控制算法. 福建工程学院学报, 2011, 9 (6): 542-545.
Y.Q Ni, Y. Xia, W. Lin, W. H. Chen, K. M. Ko. SHM benchmark for high-rise structures: a reduced-order finite element model and field measurement data. Smart Structures and Systems, 2012, 10 (4-5): 411-426.
W. Lin, S. H. Chen, J. X. Yu and A. Qi. Seismic behavior of long-span connected structures under multi-supported and multi-dimensional earthquake excitations. Advances in Structural Engineering, 2013, 16(9): 1579-1586.
S. H. Chen, W. Lin. J. X. Yu and A. Qi. Free-Interface Modal Synthesis Based SubstructuralDamage Detection Method. Shock and Vibration Volume 2014, Article ID 741697, 13 pages.
Peng Guihan;Lin Wei;Chen Shanghong;Yu Jiexin. Free-Interface Dual-Compatibility Modal Synthesis Substructure Method in Large-Scale Structure. Transactions of Tianjin University, 2015, 21 (4): 347-355. (EI: 20153201119215)
J. X. Yu, Y. Xia, W. Lin, X. Q. Zhou. Element-by-element model updating of large-scale structures based on component mode synthesis method, Journal of Sound and Vibration, 2016, 362: 72-84.
Wei Lin, Yinglu Lin, Gangbing Song and Jun Li. Multiple Pounding Tuned Mass Damper (MPTMD) control on Benchmark Tower Subjected to Earthquake Excitations. Earthquakes and Structures, 2016, 11(6): 1123-1141.
