1.论文
(1)Zhao, Xiang Zhao, Xiang; Cai, Hengli; Zhou, Tiegang; Liu, Ling; Ding, Yijie ; Research on the factorsaffecting the development of shrinkage cracks of rammed earth buildings, Earthquakes andStructures, 2021, 20(4): 365-375
(2)赵祥,宋治辰,周铁钢,梁增飞. 采用变阻尼式TMD的钢框架结构振动台试验研究,华中科技大学学报(自然科学版),2019,47(6):115~1202.
(3)赵祥,刘忠华,王社良. 多维地震作用下大跨空间结构的减震控制分析,地震工程学报,2018,40(2):1~83.
(4)赵祥,刘忠华,王社良,杨涛,展猛. 变阻尼式 TMD 对小雁塔减震控制研究,振动与冲击,2018,37(8):93~984.
(5)赵祥,刘忠华,王社良,杨涛,展猛. 形状记忆合金复合黏滞阻尼器设计及分析,地震工程与工程振动,2016,36(6): 72~785.
(6)赵祥,尚天伟,谢启芳. 基于ECC的小雁塔抗震加固性能分析,地震工程学报,2017,39(5):829~8356.
(7)Zhao Xiang,Wang She-liang,Zhao Xi-cheng,et al. The Optimization Design Research on the Seismic Control of Large-Span Spatial Structure[J]. CEAM2011,May,2011.7.
(8)Zhao Xiang,Wang She-liang, Zhou Fu-lin,et al. Study on Seismic Energy Dissipation Method of Ancient Pagoda Based on Shape Memory[J]. 2011ICETCE,April,2011.8.
(9)Zhao Xiang,Wang She-liang,Zhao Xi-cheng,et al. Operation Principle and Charateristic of Magnetically Controlled SMA Actuating Device[J]. 2011ICETCE,April,2011.9.
(10)Zhao Xiang,Wang She-liang, Zhao Xi-cheng,et al. Fuzzy Control on Large-span Spatial Structure Dynamical Response[J]. Advanced Materials Reserch,September,2011, Vols.368-373(2012):1023-1029.10.
(11)Zhao Xiang,Wang She-liang,Zhou Fu-lin, et al. The application of SMA dampers in passive control of ancient tower structures. The 14th World Conference on Earthquake Engineering,October, 200811.
(12)赵 祥,王社良,周福霖,等. 基于SMA阻尼器的古塔结构消能减震方法研究[J]. 振动与冲击, 2011,Vol. 30 (11): 219-223.12.
(13)赵 祥,王社良,周福霖,等. 某古塔结构振动台试验研究[J]. 世界科学技术与研究,2012,34(1):69-75.13.
(14)赵 祥,王社良,赵西成,等. 空间结构减震控制装置设计与试验研究[J]. 西安建筑科技大学学报:自然科学版,2012,44(1):33-40.14.
(15)赵 祥,王社良,周福霖,等. 形状记忆合金材料力学性能的试验研究[J]. 中国科技论文,2012,7(2):101-107.15.
(16)Zhaoxiang(赵祥), Wang Sheliang, Zhou Fulin, Huang Xiangyun. Testing and analsys of ancient pagoda structure seismic resistance protection[C]. International Conference on Technology of Architecture and Structure, 2009.10:342-34916.
(17)赵祥,王社良. 带边框柱剪力墙模型抗震性能试验研究[J]. 西安建筑科技大学学报,2004,36(3):275-279
2.专利
(1)2020104373069,一种用来测定夯土墙的抗剪强度指标的三轴测试方法,发明专利
(2)201911163246.X,一种机制土坯砖的砌筑灰浆及制备方法,发明专利
3.获奖
(1)2006-08-01,陕西省科学技术奖二等奖,基于形状记忆合金的土木工程结构振动控制理论研究,排名第五