代表性论文：

[1] 张爱林,邵迪楠,张艳霞*等.北京新机场航站楼C形柱复杂钢管相贯节点受力性能研究[J].建筑结构学报,2019,40(03):210-220.

[2] Zhang A, Zhang Y*, Liu A, et al. Performance study of self-centering steel frame with intermediate columns containing friction dampers[J]. Engineering Structures, 2019, 186: 382-398.

[3] Zhang Y*, Li Q, Zhuge Y, et al. Experimental study on spatial prefabricated self-centering steel frame with beam-column connections containing bolted web friction devices[J]. Engineering Structures, 2019, 195: 1-21.

[4] 张艳霞*,武丙龙,张爱林等.箱形柱芯筒式双法兰连接平面框架抗震性能试验研究[J].建筑结构学报,2022,43(02):29-42.

[5] 张艳霞*,程梦瑶,张爱林等.箱形柱整体芯筒式全螺栓连接受力性能研究[J].建筑结构学报,2020,41(05):180-189.

[6] 张艳霞*,庞占洋,武丙龙等.装配式自复位钢框架-开缝钢板剪力墙结构试验研究[J].工程力学,2020,37(10):168-178.

[7] 张艳霞*,王旭东,赵曦等.箱形柱塞焊与单向螺栓芯筒式连接节点性能试验对比研究[J].工程力学,2021,38(10):103-118.

[8] Zhang A, Xie Z, Zhang Y*, et al. Shaking table test of a prefabricated steel frame structure with all-bolted connections[J]. Engineering Structures, 2021, 248: 113273.

[9] 张艳霞*,金博文,黄哲文等.装配式钢结构箱形柱塞焊-芯筒式法兰连接性能试验研究[J].工程力学,2022,39(02):110-122.

[10] Yan-xia Z*, Zhe-wen H, Yang-long L, et al. Experimental and numerical investigation of prefabricated prestressed vertical steel strand core tube flange column connection joint[J]. Journal of Constructional Steel Research, 2022, 190: 107124.

[11] Zhang Y*, Huang Z, Liu Z, et al. Seismic behaviour of prefabricated self-centring steel frames with different energy dissipation devices[J].Structures, 2022, 38: 502-518. 

[12] 张艳霞*,程啸天,李杨龙,等.自复位装配式预应力钢框架体系理论分析与试验验证[J].工程力学,2023,40(12):175-184. 

[13] Ai-lin Z, Xiao-dong C, Yan-xia Z*, et al. Experimental and theoretical investigation of prefabricated separated core tube flange column connection joint[J]. Journal of Constructional Steel Research, 2023, 201: 107694. 

[14] Zhang Y X*, Yang Z, Li Y L, et al. Experimental and theoretical investigation of self-tapping bolt core tube flange column connection of prefabricated steel structure[J]. Engineering Structures, 2023, 278: 115482.

[15] Li Y L, Zhang Y X*, Xiao C Y, et al. Performance study of eccentrically braced steel frames with core tube flange connection[J]. Journal of Constructional Steel Research, 2024, 216:108608.

[16] Zhang Y X*, Wu B L, Li Y L, et al. One-way shaking table test study of resilient steel frame with seismic isolated floor system[J]. Journal of Constructional Steel Research, 2024,215:108545.

[17] Zhang Y X*, Zhang A L, Luo C Y, et al. Experimental study of rolling multi-lug cable-strut joints under multiple load conditions[J]. Journal of Constructional Steel Research, 2024,215:108491.

[18] Zhang Y X*, Zhang A L, Li Y L, et al. Research on the bi-directional bending performance of plug-pin scaffold joints in low-temperature[J]. Journal of Constructional Steel Research,2024,213:108343.

[19] Zhang A L, Wang J, Zhang Y X*, et al. Data-driven strategy for geometric imperfection analysis of assembled large-span ring truss components[J]. Journal of Constructional Steel Research,2024,212:108280.

[20] 张艳霞,武丙龙,张爱林,等.双向地震作用下设置隔震楼盖的可恢复功能钢框架振动台试验研究及结构动力分析[J].建筑结构学报,2025,46(01):30-50.

代表性专利：

[1] 可恢复功能的预应力装配式中间柱钢框架，专利号：ZL201510461342.8

[2] 一种免修复自复位摩擦耗能支撑，专利号：ZL201510478238.X

[3] 一种自复位软钢耗能支撑，专利号：ZL201510478525.0

[4] 带盖板的芯筒法兰闭口截面柱连接节点及连接方法、法兰板设计方法，专利号：ZL202011308542.7

[5] 一种装配式钢结构组合楼板系统及其安装方法，专利号：ZL202110764456.5

[6] 基于相位重分布的穿索式脊杆初始几何缺陷提取表征方法，专利号：ZL202211678919.7

[7] 一种可拆卸循环使用的双管式柱对接节点结构及其建筑物，专利号：ZL202311137608.4

[8] 一种套筒式法兰连接模块化钢结构体系及其建筑物，专利号：ZL202311163391.4

[9] 一种适应膨胀效应的楼盖结构及施工方法和钢结构体系，专利号：ZL202311282995.0

[10] 一种钢结构变形智能监测方法、系统及装置，专利号：CN202410942811.7

标准规范：

主编团体标准《多高层建筑全螺栓连接装配式钢结构技术标准》，已发布

主编团体标准《周转型临时设施支承架体安装质量快速检测技术标准》，已发布

主编团体标准《周转型临时设施支承架体快速拆装技术标准》，已发布

主审行业标准《预应力钢结构技术标准》，已发布

参编团体标准《矩形钢管构件自锁式单向高强螺栓连接设计规程》 ，已发布

参编行业标准《轻型模块化钢结构组合房屋技术标准》 ，已发布

参编团体标准《钢结构用自锁式单向高强螺栓连接副技术条件》 ，已发布

参编北京市地方标准《钢结构住宅技术规程》，已发布

专著及教材

[1] 张艳霞，《钢框架梁柱抗震节点试验研究和有限元分析实例》，中国建筑工业出版社，2014

[2] 张艳霞、张爱林，《可恢复功能预应力多高层钢结构》，中国建筑工业出版社，2023

[3] 张艳霞、刘学春、张爱林，《钢结构（第二版）》，清华大学出版社，2024

[4] 张艳霞、刘学春、吴宝瀛，《钢结构》，清华大学出版社，2014