论文

(1) 王婷婷,邵建华*,王展光,石昂. 暗销直榫节点受弯性能试验与参数化研究,建筑结构,2023,53(11):48-53. (中文核心)

  (3) Kaixuan Liu, Jianhua Shao*, Baijie Tang, Qun Wu, Zhanguang Wang.Seismic Performance of Low-Yield-Point Steel Plate Shear Walls Under Horizontal Cyclic Load, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2022, 46:3739–3752. (SCI检索)

  (4) Tingting Wang, Jianhua Shao*, Chao Zhao,Wenjin Liu, and Zhanguang Wang*. Shaking Table Test for Evaluating the Seismic Performance of SteelFrame Retrofitted by Buckling-Restrained Braces, Shock and Vibration, 2021, Article ID 6654201, https://doi.org/10.1155/2021/6654201. (SCI检索)

  (5) Tingting Wang; Jianhua Shao*; Tao Xu; Zhanguang Wang; Study on AxialCompressionProperties of Aluminum Foam-flled Steel Tube Members After High Temperature, Iranian Journal of Science and Technology, Transactions of Civil Engineering, 2021, https://doi.org/10.1007/s40996-021-00685-w. (SCI检索)

  (6)邵建华，赵超,刘汶津,王展光. 钢框架－防屈曲支撑结构抗震性能的振动台试验研究, 江苏科技大学学报(自然科学版),2020,34(4):102-110.(中文核心)

 (7) Jianhua Shao; Kai Wang; Sakdirat Kaewunruen; Wenhua Cai; Zhanguang Wang ; ExperimentalInvestigations into Earthquake Resistance of Steel Frame Retrofitted by Low-Yield-Point SteelEnergy Absorbers, Applied Sciences-Basel, 2019, 9(16): 3299-3323. (SCI检索)

  (8) Xu, Tao; Shao, Jian Hua*; Zhang, Ji Ye; Kaewunruen, Sakdirat ; Experimental Performance Evaluation of Multi-Storey Steel Plate Shear Walls Designed by Different Methods, International Journal of Civil Engineering, 2019, 17(7A): 1145-1154. (SCI检索)

 (9) 许淘,邵建华*,张继业,王展光,李红明.预应力撑杆式钢压杆稳定因素分析,工业安全与环保,2019,45(01):34-42.

  (10) 胡明涛,贺文,邵建华,于彬.三种不同设计理念的钢板剪力墙抗震性能分析,工程抗震与加固改造,2017,39(04):74-80.(中文核心)

（11）邵建华、于彬、唐柏杰、王展光. 基于增量动力分析法的低屈服点钢板剪力墙抗震性能分析，钢结构，2017，32（221）：15~20. (中文核心)

 （12）邵建华，吴群，王再会，王毅. 层数和跨数对薄钢板剪力墙地震力折减系数的影响，防灾减灾工程学报，2016，15（2）：274~280. (中文核心)

 （13）邵建华，顾强，唐柏鉴，王治均. 基于抗剪承载能力设计的多层钢板剪力墙抗震性能试验研究，工程力学，2015，32（4）：54~61. (EI检索)

 （14）邵建华，刘攀，吴群，唐柏杰. 高耸悬臂异型钢结构塔设计与分析，江苏钢结构，2015，61（5）：148~153

 （15）邵建华，唐柏杰. 增量动力分析法计算抗弯钢框架-薄钢板剪力墙体系的地震力折减系数和位移放大系数，土木工程学报，2014，47（S2）：139~144. (EI检索)

 （16）Shao Jianhua, Ye Xiaofeng, Wang Zaihui, Huang Xianbin, Design of long-span double-layer steel bracket for the roof of squat silo, 4th International Conference on Civil, Architectural and Hydraulic Engineering, Guangzhou, P.R. China, 2015.6.20-6.21(ISTP检索)

 （17）Jianhua Shao, Qun Wu. Seismic Behavior Factor of Moment Resisting Steel Frame-Steel Plate Shear Wall. Applied Mechanics and Materials,2014.638-640:1932-1936(ISTP检索)

 （18）Jianhua Shao, Baijie Tang. Seismic Performance Evaluation of Steel Frame-Steel Plate Shear Wall Using Pushover and IDA. Applied Mechanics and Materials,2014.578-579: 354-358(ISTP检索)

 （19）邵建华,顾强,申永康. 三层钢板剪力墙结构静力推覆试验研究. 工程力学, 2013.30(8):199-222(EI检索)

（20）Jianhua Shao, Wen He. Inelastic shear buckling strength of low-yield-point steel shear wall. Applied Mechanics and Materials, 2013.12:2509-2514 (ISTP检索)

 （21）Tang Baijian, Shao Jianhua*, Pei Xingzhu and Gu Sheng. Mechanical Performance of Mega Steel Frame-Prestressed Composite Bracing Structure. The Open Civil Engineering Journal, 2013, 7:23-41(EI检索)

 （22）邵建华,顾强. 薄钢板剪力墙结构水平反复荷载试验研究. 土木工程学报, 2012,45(增刊1):163-166(EI检索)

 （23）邵建华,顾强. 三层钢框架-薄钢板剪力墙结构抗震性能试验.沈阳建筑大学学报(自然科学版)，2012,28(5):803-809. (中文核心)

 （24）邵建华,唐柏鉴. 巨型钢框架-预应力复合支撑体系在水平荷载作用下的破坏性能. 建筑科学,2012,28(5):9-14.(中文核心)

 （25）Jianhua Shao, Renhai Xu, Baijian Tang. Static Elasto-Plastic Analysis on Mega Steel Frame-Prestressed Composite Bracing Structure. Advanced Materials Research, 2012.446-449:345-348(ISTP检索)

 （26） Jianhua Shao, Zaihui Wang, Guangya Tao. Research on the unloading process of long-span steel roof and the design of temporary bracing structure. Advanced Materials Research, 2011.163-167:251-258(ISTP检索)

 （27）Shao Jian-hua, Gu Qiang, Shen Yong-kang. Seismic performance evaluation of steel frame-steel plate shear walls system based on the capacity spectrum method. Journal of ZhejiangUniversity Science A, 2008, 9(3):322-329. (SCI检索)

 （28）邵建华,顾强等. 多层钢板剪力墙水平荷载作用下结构性能的有限元分析. 工程力学, 2008,25(6):140-145 (EI检索)

 （29）邵建华,顾强.钢板剪力墙结构抗震性能的有限元分析.华南理工大学学报(自然科学版),2008,36(1):128-133(EI检索)

 （30）邵建华,顾强等. 基于等效拉杆原理的钢板剪力墙结构有限元分析. 武汉理工大学学报,2008,30(1):75-78(EI 检索)

 （31）邵建华,顾强等. 多层多跨钢板剪力墙水平极限承载力分析. 重庆建筑大学学报, 2008,30(2):71-74. (EI检索)