期刊论文:
[1] Linjie Huang, Zhen Zhou, Yang Wei, Qin Xie, Xiaoyun Sun. Seismic performance and resilience assessment of friction damped self-centering prestressed concrete frames. Engineering Structures, 2022, 263, 114346. (SCI/EI, Top 期刊).
[2] Linjie Huang, Patricia M. Clayton, Zhen Zhou. Seismic design and performance of self-centering precast concrete frames with variable friction dampers. Engineering Structures. 2021, 245： 112863 (SCI/EI, Top 期刊)
[3] Linjie Huang, Zhen Zhou, Patricia M. Clayton, Bin Zeng, Jian Qiu. Experimental investigation of friction-damped self-centering prestressed concrete beam-column connections with hidden corbels. ASCE-Journal of Structural Engineering. 2020, 146(3): 04019228.(SCI/EI, ASCE期刊).
[4] Linjie Huang, Zhen Zhou, Xiaogang Huang, Yongwei Wang. Variable friction damped self-centering precast concrete beam–column connections with hidden corbels: Experimental investigation and theoretical analysis. Engineering Structures. 2020，206:110150. (SCI/EI, Top 期刊).
[5] Linjie Huang*, Jie Hu，Bin Zeng，Qin Xie, Zhen Zhou, Fan Yu, Cyclic behavior of variable friction dampers with two - stage energy dissipation and stiffness. Journal of Constructional Steel Research, 2024, 196, 107373. (SCI/EI).
[6] Linjie Huang*，Jie Hu，Bin Zeng，Yang Wei , Zhen Zhou. Investigation on the failure mechanism of friction-based self-centering timber beam-column joint considering bolt bearing effect: Experimental study and theoretical analyses. Journal of Building Engineering, 2024(98): 110974. (SCI/EI, Top 期刊).
[7] Linjie Huang, Bin Zeng, Zhen Zhou*, Wenqing Zhang, Yang Wei *,Chunyu Li. Seismic behavior and reliability of variable friction damped self-centering prestressed concrete frames considering bolt bearing. Soil dynamics and Earthquake Engineering. 2023, 164: 107643(SCI/EI)
[8] Linjie Huang, Zhen Zhou, Zhi Zhang, Xiaogang Huang. Seismic performance and fragility analyses of self-centering prestressed concrete frames with infill walls. Journal of Earthquake Engineering. 2021, 25(3):535-565. (SCI/EI)
[9] Linjie Huang*, Jie Hu, Bin Zeng, Zhen Zhou, Liang Li. Experimental and numerical investigation on the mechanism of large-span floor system characterized by biaxially prestressed steel reinforced concrete beams, Structures. 2024，69：107443(SCI/EI)
[10]Linjie Huang*，Hongwei Wen, Kaixi Jiang, Yang Wei, Zhen Zhou, Qin Xie, Zhendong Qian Seismic performance of partial self-centering prestressed concrete frames with friction dampers, Structures. 2024, 62: 106268(SCI/EI)
[11]Linjie Huang, Zhen Zhou, Patricia M. Clayton, Experimental and numerical study of unbonded post-tensioned precast concrete connections with controllable post-decompression stiffness. Structural Design of Tall and Special Buildings. 2021, 30(7): e1847 (SCI/EI，Top cited paper)
[12]Linjie Huang, Zhen Zhou, Hao Liu, Yi Si. Experimental investigation of hysteretic performance of self-centering glulam beam-to-column joint with friction dampers. Journal of Earthquake Tsunami, 2021, 15 (1)：2150005. (SCI/EI)
[13]Linjie Huang, Zhen Zhou, Zhen Peng, Junfeng Ma. Experimental investigation of a self-centering precast concrete beam-to-column connection with top and bottom friction energy dissipaters. Structural Design of Tall and Special Buildings. 2020, 29(4): e1707 (SCI/EI)
[15]Yuhan Nie, Yang Wei*, Kunting Miao, Kang Zhao, Linjie Huang*. Experimental investigation of full-culm bamboo tubes strengthened by filled concrete and bamboo sheets under axial compression.Journal of Building Engineering 2022, 45:103548 (SCI/EI, Top 期刊).
[16]Liu Hui, Yang Wei*，Linjie Huang *, Si Chen, Yu Lin. Shear behaviour of I-shaped steel with bamboo scrimber composite beams.Archives of Civil and Mechanical Engineering, 2024, 24:3(SCI/EI)
[18]Yuhan Nie, Yang Wei*, Linjie Huang*，Ying Liu, Fenghui Dong. Influence of slenderness ratio and sectional geometry on the axial compression behavior of original bamboo columns.Journal of Wood Science，2021，67(1):36 (SCI/EI)
[19]黄林杰, 周臻. 带填充墙自复位预应力混凝土框架结构的抗震性能分析.工程力学, 2018, 35(10):162-171 (EI)
[20]黄林杰, 周臻, 仇健, 司怡.填充墙对自复位预应力混凝土框架高阶模态效应的影响分析. 工业建筑, 2020, 50(01):34-39 (CSCD)
[21]孙小云，黄林杰*，曾滨，施政，谢钦. 坡面摩擦低预应力自复位混凝土框架结构的抗震性能分析. 工业建筑, 2024,54( 10) :38–45
[22]黄林杰*，曾滨，周臻，张文清，桑晨旭，张静茹.节点张开后刚度对变摩擦耗能自复位预应力混凝土框架抗震性能的影响分析. 工业建筑，2022，52（12）：107-112(CSCD)
[23]孙小云，曾滨，黄林杰*，许庆，魏洋，周臻，谢钦，郑开启. 地震动持时对自复位预应力混凝土框架动力响应的影响. 工业建筑，2023，53（3）：37-42 (CSCD)
[24]韩建平, 黄林杰, 孙小云.考虑填充墙平面内外相互作用评估RC框架-填充墙结构抗整体性倒塌能力.工程力学, 2016,33(09):146-154. (EI)
[25]韩建平, 黄林杰.新旧规范设计RC框架地震易损性分析及抗整体性倒塌能力评估.建筑结构学报, 2015,36(S2):92-99 (EI)
发明专利:
[1]黄林杰，周臻，章梦霞.顶底变摩擦耗能自复位预应力混凝土梁柱节点装置，ZL 201810337378.9.
[2]黄林杰, 周臻，田会文.带暗牛腿-变摩擦耗能的自复位预制混凝土梁柱节点装置，ZL 201810337522.9.
[3] 黄林杰，魏洋，胡杰. 一种摩擦-弯曲复合耗能预应力自复位钢竹组合梁柱节点，CN202310218636.2
[4]黄林杰，胡杰，温宏伟. 具有两阶段耗能特征的自复位钢竹组合梁柱节点装置，CN202310218514.3
[5]黄林杰，温宏伟，胡杰. 低预应力坡面摩擦耗能自复位混凝土梁柱节点装置，CN 202310173245.3
