代表性论文:
1, Bida zhao, Zhihua Shao, Chengqing Liu, et al. Influence of brace-to-chord angle on the seismic behavior of circular hollow section X-joints under in-plane bending[J]. Engineering Structures, 2022, 264: 114419. (SCI检索, JCR 1区, 发表年度IF: 5.582, ZJUT TOP期刊)
2, Bida zhao, Fulong Li, Chengqing Liu, et al. Effect of loading patterns on in-plane flexural hysteretic performance of CHS X-connections [J]. Journal of Building Engineering, 2022, 57: 104839. (SCI检索, JCR 1区, 发表年度IF: 7.144)
3, Bida Zhao, Chao Sun, Yuning Zheng, et al. Effects of adjacent brace interaction on the out-of-plane flexural behavior of CHS connections [J]. Engineering structures, 2021, 231: 111711. (SCI检索, JCR 1区, 发表年度IF: 5.582, ZJUT TOP期刊)
4, Bida Zhao, ChaoSun, Hui Li. Study on the moment-rotation behavior of eccentric rectangular hollowsection cross-type connections under out-of-plane bending moment and chord stress [J]. Engineering structures, 2020, 207: 110211. (SCI检索, JCR 1区, 发表年度IF: 4.471, ZJUT TOP期刊)
5, Bida Zhao, Ke Ke, Chengqing Liu, et al. Computational model for the flexural capacity and stiffness of eccentric RHS X-connections under brace out-of-plane bending moment [J]. Journal of Structural Engineering, 2020, 146(3): 04019227. (SCI检索, JCR 2区, 发表年度IF: 3.972, ASCE期刊)
6, Bida Zhao, Yu Chen, Chengqing. Liu, et al. An axial semi-rigid connection model for cross-type transverse branch plate to-CHS joints [J]. Engineering structures, 2019, 181: 413-426. (SCI检索, JCR 1区, 发表年度IF: 3.582, ZJUT TOP期刊)
7, Bida Zhao, Chengqing Liu, Handan Wu, et al. Study on out-of-plane flexural stiffness of unstiffened multi-planar CHS X-joints[J]. Engineering structures, 2019, 188: 137-146. (SCI检索, JCR 1区, 发表年度IF: 3.582, ZJUT TOP期刊)
8,Bida Zhao, Hongwei Huo, Cuiling Ran, Cheng Fang, et al. Flexural behavior of castellated partially encased composite (PEC) beams [J]. Journal of Constructional Steel Research, 2024, 214: 108509. (SCI检索, JCR 1区, 发表年度IF: 4.58)
9, Bida Zhao, Cheng Fang, Wei Wang, et al. Seismic performance of CHS X-connections under out-of-plane bending [J]. Journal of Constructional Steel Research, 2019, 158: 591-603. (SCI检索, JCR 1区, 发表年度IF: 3.211)
10, Bida Zhao, Chengqing Liu, Shikang Lin. Comparison of in-plane flexural seismic behavior between traditional RHS X-joints and eccentric RHS X-joints [J]. Structures, 2024, 60: 105835. (SCI检索, JCR 2区, 发表年度IF: 4.01)
11, Bida Zhao, Fulong Li, Chengqing Liu, et al. Study on seismic behavior of CHS T-joints under quasi-static cyclic in-plane bending [J]. Structures, 2023, 50: 318-329. (SCI检索, JCR 2区, 发表年度IF: 4.01)
12, Bida zhao, Fulong Li, Chengqing Liu, et al. Hysteretic behavior of CHS X-joints under in-plane bending moment [J]. Structures, 2022, 43: 1790-1806. (SCI检索, JCR 2区, 发表年度IF: 2.89)
13, Bida Zhao, ChaoSun, Yangzheng Cai, et al. An out-of-plane bending hysteretic model for multi-planar CHS X-connections [J]. Structures, 2020, 23: 335-350. (SCI检索, JCR 2区, 发表年度IF: 2.983)
14, Bida zhao, Jieyu Zheng, Chengqing Liu, et al. Study on the brace axial force-local deformation behavior of unstiffened CHS X-joints [J]. Archive of Applied Mechanics, 2021, 91(2021): 205-221. (SCI检索, JCR 2区, 发表年度IF: 1.976)
15, Bida zhao, Chengqing Liu, ZeYang Yao, et al. Capacity Difference of Circular Hollow Section X-joints Under Brace Axial Compression and Tension [J]. International Journal of Steel Structures, 2020, 20(5): 1443-1453. (SCI检索, JCR 4区, 发表年度IF: 1.35)
16, Bida Zhao, Chengqing Liu, Zhengxi Yan, et al. Semi-rigidity Connection Model for Unstiffened CHS X-type Joints Subjected Out‑of‑plane Bending [J]. International Journal of Steel Structures, 2019, 19(3): 834-849. (SCI检索, JCR 4区, 发表年度IF: 0.88)
17, Bida Zhao, Ke Li, Chengqing Liu, et al. Effects of out-of-plane brace-to-chord angle on multi-plane CHS X-joints behavior under brace compression [J]. Periodica Polytechnica Civil Engineering, 2019, 63(3): 823-832. (SCI检索, JCR 3区, 发表年度IF:1.14)
18, 赵必大,章雪峰,王伟等. 部分包覆蜂窝钢-混凝土组合梁受弯性能试验研究 [J]. 建筑结构学报,2023,44(7):161-171. (EI检索)
19, 赵必大,黄禛哲,李福龙. 十字形与T形圆钢管节点平面内受弯抗震性能对比[J]. 工程力学,2023,40(7):158-170. (EI检索)
20,赵必大,蔡扬政,王伟.支主管夹角对X形圆钢管节点平面外受弯性能影响[J]. 工程力学,2019,36(7):99-108. (EI检索)
21,赵必大,陈以一. 考虑轴力作用的X型圆钢管相贯节点平面外受弯滞回模型[J]. 工程力学,2013,30(6): 83-92. (EI检索)
22,赵必大,李克,刘成清等. 支主管夹角对X形圆钢管节点轴向传力的影响[J]. 西南交通大学学报(自然科学版),2021,56(2):282-288.(EI检索)
23,赵必大,姜文澜,柯珂,刘成清. 矩形钢管偏心相贯节点的平面外抗弯刚度[J]. 哈尔滨工程大学学报,2019,40(6):1122-1127. (EI检索)
24,赵必大,柯柯,姜文澜等. 矩形钢管偏心相贯节点的平面外抗弯性能研究[J]. 华中科技大学学报(自然科学版),2018,46(7): 29-35. (EI检索)
25,赵必大,刘成清,余丛迪等. 圆钢管-横向板相贯连接节点轴向刚度研究[J]. 西南交通大学学报(自然科学版),2017,52(5):977-984.(EI检索)
26,赵必大,刘成清,章圣冶等. Y型圆钢管相贯节点的轴向刚度计算模型[J].西南交通大学学报(自然科学版),2015,50(5):872-878. (EI检索)
27,CQ Liu, BD Zhao, J Yang, et al. Effects of brace-to-chord angle on capacity of multi-planar CHS X-joints under out-of-plane bending moments [J]. Engineering structures, 2020, 211(2020): 110434(SCI检索,JCR 1区,ZJUT TOP期刊)
28,陈以一,赵必大,王伟等. 三种构造型式的箱形截面梁与圆管连接节点受弯性能. 建筑结构学报. 2009,30(5):132-139 (EI检索)
29,陈以一,赵必大,王伟等. 平面KK型圆钢管相贯节点平面外受弯性能研究. 土木工程学报. 2010,43(11):8-16 (EI检索)
30,赵必大,郝际平. 钢框架梁柱焊接连接的半刚性及其对结构自振频率影响的研究. 结构工程师,2008, 24(6): 90-95 (个人第1篇学术期刊论文)
31,赵必大,赵滇生,梁佟. 圆钢管相贯节点刚度的两种获取方法及其比较[J], 西安建筑科技大学学报(自然科学版), 2013, 45 (1): 43-50 (入职高校后写的第1篇中文期刊论文)
代表性专利:
1,赵必大,平面加载框架系统升级为空间加载系统的设计方法,ZL 202110312996.X,2022年10月授权,发明专利
2,赵必大. 装配式矩形钢管节点,ZL 202020779590.3,2021年4月授权
3,赵必大. H型钢部分填充混凝土组合柱—钢筋混凝土梁节点,ZL 202020852278.2,2021年4月授权
4,赵必大. 端板连接型装配式预制钢筋混凝土梁,ZL 202021983559.8,2021年4月授权
5,赵必大,章雪峰,傅林峰,周海敬,俞晨达. 一种部分包覆蜂窝钢-混凝土组合梁的设计和制作方法,ZL 202120893275.8,2022年5月授权