[1] 国家自然科学基金面上项目，大跨度空间网格结构抗连续倒塌性能提升机理及设计对策（52178161），2022.01-2025.12

[2] 国家自然科学基金青年科学基金项目：大跨度单层空间网格结构抗连续性倒塌性能评估及设计方法研究（51608433），2017.01-2019.12

[3] 国家自然科学基金应急管理项目：大跨度空间网格结构连续性倒塌分析及评估方法研究（51408623），2015.01-2015.12

[4] 国家重点研发计划合作单位项目：大跨度空间结构的整体力学性能研究（2017YFC0703502），2017.07-2021.06

[5] 陕西省创新能力支撑计划项目：基于不确定性的大跨度空间网格结构抗连续性倒塌性能状态研究（2019KJXX-040），2019.01-2020.12

[6] 陕西省教育厅重点学科研究计划项目：兼具抗震与抗连续倒塌的新型装配式钢框架节点性能研究（22JY028），2022.01-2024.12

1. 著作

[1] 田黎敏, 魏建鹏. 大跨度空间网格结构抗连续倒塌性能. 科学出版社, 2022.10

[2] 郝际平, 田黎敏. 现代竹结构建筑体系研究与应用. 中国建筑工业出版社, 2022.11

2. 近五年SCI/EI论文（*为通讯作者）

[1] Li-min Tian, Jian-peng Wei, Qun-xian Huang, J. Woody. Ju*. Collapse-resistant performance of long-span single-layer spatial grid structures subjected to equivalent sudden joint loads. Journal of Structural Engineering (ASCE). 2021, 147(1): 04020309.（ESI高被引论文）

[2] Li-min Tian*, Bei-bei Jin, Lei Li. Axial compressive mechanical behaviors of a double-layer member. Journal of Structural Engineering (ASCE), 2023, 149(8): 04023110.（ESI高被引论文）

[3] Li-min Tian*, Mu-han Li, Lei Li, Dong-ye Li, Chong Bai. Novel joint for improving the collapse resistance of steel frame structures in column-loss scenarios. Thin-walled Structures. 2023, 182: 110219.（ESI高被引论文）

[4] Li-min Tian, Jia-xin He, Cheng-bing Zhang, Rui Bai*. Progressive collapse resistance of single-layer latticed domes subjected to non-uniform snow loads. Journal of Constructional Steel Research. 2021, 176: 106433.（ESI高被引论文）

[5] Li-min Tian*, Yue-feng Kou, Ji-ping Hao. Axial compressive behaviour of sprayed composite mortar–original bamboo composite columns. Construction and Building Materials. 2019, 215: 726-736.

[6] Li-min Tian*, Yue-feng Kou, Hai-liang Lin, Tian-ji Li. Interfacial bond–slip behavior between H-shaped steel and engineered cementitious composites (ECCs). Engineering Structures. 2021, 231: 111731.

[7] Li-min Tian*, Jian-peng Wei, Ji-ping Hao. Optimisation of long-span single-layer spatial grid structures to resist progressive collapse. Engineering Structures. 2019, 188: 394-405.

[8] Li-min Tian*, Yue-feng Kou, Ji-ping Hao. Flexural performance of a lightweight composite floor comprising cold-formed steel trusses and a composite mortar slab. Thin-walled Structures. 2019, 144: 106361.

[9] Li-min Tian*, Chong Bai, Wei-hui Zhong. Seismic performance of concrete beams with ends embedded with perforated H-shaped steel and reinforced by engineered cementitious composite.  Journal of Building Engineering. 2022, 45: 103562.

[10] Li-min Tian*, Dong-ye Li, Wei Li. Progressive collapse resistance of single-layer latticed domes under different failure conditions at the same joint. Journal of Building Engineering. 2021, 36: 102132.

[11] Li-min Tian, Jian-peng Wei, Rui Bai*. Dynamic behaviour of progressive collapse of long-span single-layer spatial grid structures. Journal of Performance of Constructed Facilities (ASCE). 2021, 35(2): 04021002.

[12] Li-min Tian, Xiao-ning Nie, Wei-hui Zhong*, Jian-peng Wei. Comparison of the progressive collapse resistances of different single-layer latticed domes. Journal of Constructional Steel Research. 2019, 162: 105697.

[13] Li-min Tian*, Jian-peng Wei, Ji-ping Hao. Anti-progressive collapse mechanism of long-span single-layer spatial grid structures. Journal of Constructional Steel Research. 2018, 144: 270-282. 

[14] Li-min Tian*, Yue-feng Kou, Ji-ping Hao. Flexural behavior of sprayed lightweight composite mortar-original bamboo composite beams: Experimental Study. BioResources. 2019, 14(1): 500-517. 

[15] Li-min Tian, Qi-bing Li, Wei-hui Zhong*. Effects of the rise-to-span ratio on the progressive collapse resistance of Kiewitt-6 single-layer latticed domes. Engineering Failure Analysis. 2019, 106: 104158.

[16] Li-min Tian, Chong Bai, Wei-hui Zhong*. Experimental study and numerical simulation of partial double-layer latticed domes against progressive collapse in member-removal scenarios. Structures. 2021, 29: 79-91.

[17] Li-min Tian, Ting Liu, Tian-Ji Li*, Hai-liang Lin. Shear resistance of novel perforated shaped steel-engineered cementitious composite (ECC) connectors. Advanced Steel Construction. 2020, 16(1): 30-36.

[18] Jian-peng Wei, Li-min Tian*, Ji-ping Hao. Improving the progressive collapse resistance of long-span single-layer spatial grid structures. Construction and Building Materials. 2018, 171: 96-108.

[19] Chong Bai, Li-min Tian*, Ping Yang, Tian-ji Li. Seismic behavior of concrete columns with ends transformed via perforated H-shaped steel and engineered cementitious composite. Journal of Constructional Steel Research. 2023, 165: 107725.

[20] Jian-peng Wei, Li-min Tian*, Yang Guo. Seismic performance of a double-hinge steel frame joint with replaceable T-shape energy dissipator. Journal of Constructional Steel Research. 2022, 199: 107630.

[21] Bei-bei Jin, Li-min Tian*, Ji-ping Hao, Wei-yong Wang. Axial compressive behavior of twining-bamboo-confined thin-walled steel tubular columns. Journal of Constructional Steel Research. 2022, 192: 107246.

[22] Jian-peng Wei, Li-min Tian*, Yang Guo. Numerical study of the seismic performance of a double-hinge steel frame joint. Journal of Constructional Steel Research. 2021, 187: 106963.

[23] Jian-peng Wei, Li-min Tian*, Ji-ping Hao, Wei Li, Cheng-bing Zhang, Tian-ji Li. Novel principle for improving performance of steel frame structures in column-loss scenario. Journal of Constructional Steel Research. 2019, 163: 105768.

[24] Yue-feng Kou, Li-min Tian*, Bei-bei Jin. Axial compressive behavior of bamboo slices twining tube-confined concrete. European Journal of Wood and Wood Products. 2022, 80: 115-129.

[25] Jian-peng Wei, Li-min Tian*, Yang Guo. Design and cyclic behavior of a bidirectional double-hinge steel column base. Structures. 2022, 27: 1573-1591.

[26] Jian-peng Wei, Li-min Tian*, Ji-ping Hao. Parameter analysis of progressive collapse simulation of long-span spatial grid structures. International Journal of Steel Structures. 2019, 19: 1718-1731.

[27] Wei-hui Zhong, Zheng Tan, Li-min Tian*, Bao Meng, Xiao-yan Song, Yu-hui Zheng. Collapse resistance of composite beam-column assemblies with unequal spans under an internal column-removal scenario. Engineering Structures. 2020, 206: 110143.

[28] Zheng Tan, Wei-hui Zhong, Li-min Tian*, Bao Meng, Xiao-yan Song, Shuai-zi Qiu. Research on the collapse-resistant performance of composite beam–column substructures using multi-scale models. Structures. 2020, 27: 86-101.

[29] Ying-lu Xu, Yao-xuan Su, Yong-fang Shang, Zi-long Liu, Li-min Tian*. Structural performance of composite connections with a uniaxial symmetric steel-beam section. Engineering Structures. 2023, 275: 115333.

[30] Ying-lu Xu, Yao-xuan Su, Yong-fang Shang, Li-min Tian*. Seismic performance of earthquake-resilient prefabricated corrugated web beam-column connection with buckling-restrained plates. Journal of Constructional Steel Research. 2022, 194: 107327.

[31] 田黎敏, 申国臣, 寇跃峰, 郝际平*. 考虑多因素影响的圆竹抗压强度分级与预测 [J]. 建筑结构学报, 2022, 43(11): 158-167.

[32] 田黎敏, 李宸, 廖述荟, 寇跃峰, 郝际平*. CFRP约束竹条-薄壁圆钢管组合柱轴压性能研究 [J]. 建筑结构学报, 2022, 43(12): 243-254.

[33] 田黎敏, 郝际平*, 寇跃峰. 喷涂保温材料-原竹骨架组合墙体抗震性能研究 [J]. 建筑结构学报, 2018, 39(6): 102-109.

[34] 田黎敏, 靳贝贝, 郝际平*. 现代竹结构的研究与工程应用 [J]. 工程力学, 2019, 36(5): 1-18.

[35] 田黎敏*, 魏建鹏, 郝际平. 大跨度单层空间网格结构连续性倒塌动力效应分析及简化模拟方法研究 [J]. 工程力学, 2018, 35(3): 115-124.

[36] 田黎敏*, 郝际平, 寇跃峰, 许昆, 赵秋利. 原竹－保温材料界面黏结滑移性能试验研究 [J]. 建筑材料学报, 2018, 21(1): 65-70.

[37] 魏建鹏, 田黎敏*, 郝际平. 单层空间网格结构抗连续性倒塌的多尺度有限元模型分析 [J]. 建筑结构学报, 2019, 40(8): 127-135. 

[38] 郝际平, 寇跃峰, 田黎敏*, 赵秋利. 基于竹材含水率的喷涂多功能环保材料⁃原竹黏结界面抗滑移性能试验研究[J]. 建筑结构学报, 2018, 39(7): 154-161.

3. 代表性发明专利

[1] Li-min Tian, Chong Bai. REINFORCEMENT-CONFINED CIRCULAR STEEL TUBE MEMBER WITH ENHANCED END STIFFNESS, USA, 18154823

[2] 田黎敏, 王翰永, 杨艺, 郝际平. 一种竹质缠绕管材及多孔竹质型材, ZL 201811627411.8

[3] 田黎敏, 郝际平, 赵淋伟. 一种搁栅与原竹梁的连接结构, ZL 201410123347.5

[4] 田黎敏, 郝际平, 郑江. 一种原竹楼板、墙与梁的连接结构, ZL 201410030215.8

[5] 田黎敏, 魏建鹏, 郝际平. 一种钢结构抗倒塌节点, ZL 201810247422.7

[6] 田黎敏, 魏建鹏, 李伟, 张程冰, 郝际平. 提高空间网格结构抗连续倒塌性能的实现系统及方法, ZL 201910214049.X

[7] 田黎敏, 魏建鹏, 王文斌, 郝际平. 一种节点破坏试验装置, ZL 201710607791.8

[8] 田黎敏, 魏建鹏, 王文斌, 郝际平. 一种突加荷载试验装置, ZL 201610916111.6

[9] 田黎敏, 魏建鹏, 郝际平. 空间网格结构的通用装配式节点, ZL 201610398861.9

[10] 田黎敏, 魏建鹏, 郝际平, 赵海. 大跨度空间网格结构连续倒塌实验构件初始破坏通用装置, ZL 201510508624.9

[11] 田黎敏, 魏建鹏, 郝际平. 空间网格结构连续倒塌实验初始破坏通用装置及启动方法, ZL 201510070351.4

1. 人才称号

[1] “建筑钢结构行业青年榜样”

[2]“陕西省青年科技新星”

[3] 西安建筑科技大学首批“雁塔青年学者”

[4] 西安建筑科技大学“优秀共产党员”

2. 省部级重要奖项

[1] 大跨度空间网格结构抗倒塌分析与性能提升关键技术及其工程应用，河南省科学技术奖二等奖，2023，1/9

[2] 大型复杂钢结构施工时变过程分析及关键技术研究与应用，陕西省科学技术奖二等奖，2015，3/9

[3] 新型现代多层竹木结构体系研发与应用，陕西省绿色建筑产业科技创新成果二等奖，2019，2/9

[4] 专创融合,多层递进,钢结构人才培养模式的探索与实践，陕西省高等教育教学成果二等奖，2022，3/5

[5] 钢管结构，陕西省高等教育优秀教材特等奖，2023，主编