1.论文
[1]Peng Wang, Xue-hui You, Qing-xuan Shi, Yi Tao, Chong Rong, Jie Huang. Study on the influence of ribs on the bonding performance between ultra-high performance concrete and normal concrete, Advances in Structural Engineering, 2025.
[2]Xuehui You, Peng Wang, Qingxuan Shi, Chong Rong, Xinggui Zeng, Study on seismic behavior of reinforced concrete columns with UHPC formwork[J]. Archives of Civil and Mechanical Engineering, 2025, 25:150.
[3]You Xuehui, Wang Peng, Shi Qingxuan, Wang Qiuwei, Rong Chong, Shear mechanism and bearing capacity calculation of steel fiber reinforced concrete beam-column joints[J]. Structures, 2024, 70: 107752.
[4]Huang Jie, Wang Peng, Qingxuan Shi, Chong Rong, Yi Tao, Flexural behavior and numerical simulation of reinforced concrete beams with a UHPC stay-in-place formwork[J]. Structures, 2024, 69: 107254.
[5]You Xuehui, Wang Peng , Shi Qingxuan, Rong Chong, Study on the influence of section dimensions on the shear performance of RC beam with UHPC formwork[J]. Structures, 2024, 68: 107221.
[6]Wang, Peng, Huang, Jie, Tao Yi, Shi Qingxuan,Wang Bin , Shear behavior and bearing capacity of reinforced concrete beams with a UHPC stay in-place formwork[J]. Structures, 2024, 68: 107131.
[7]Gao Liang, Wang Peng, You Xuehui, Eccentric compression performance of core-steel tube with T-shaped steel reinforced concrete column[J]. Advances in Civil Engineering, 2024, 2024(1): 4561737.
[8]Zeng Xinggui, Wang Peng, You Xuehui, Shear performance of interface between ultra-high performance concrete and normal concrete treated with ribs[J]. Structures, 2024, (60), 105867.
[9]黄杰,王朋,史庆轩,王斌,戎翀,UHPC免拆模板-RC梁受弯性能试验研究与理论分析,土木工程学报,网络首发
[10]王朋, 尤学辉,史庆轩,陶毅,戎翀,黄杰. UHPC免拆模板钢筋混凝土柱抗震性能参数分析及承载力计算[J]. 建筑科学与工程学报,2025, 42(1):41-50.
[11]王朋, 尤学辉, 黄杰, 史庆轩, 陶毅, 王秋维. 拼接成型UHPC免拆模板钢筋混凝土柱的抗震性能[J]. 哈尔滨工业大学学报, 2024, 56 (01): 103-116.
[12]王朋, 李龙堂, 史庆轩, 王斌. 带T形钢的内置钢管混凝土组合柱轴压性能研究[J]. 建筑结构学报,2023,44(2):37-49.(入选领跑者5000中国精品科技期刊顶尖学术论文)
[13]Huang Jie, Wang Peng, Shi Qingxuan, Rong Chong, Wang Bin. Mechanical properties and seismic loss assessment of improved isolation bearing with variable stiffness[J]. Buildings, 2023:13(5), 1134.
[14]王朋,于彬,史庆轩,戎翀. 改进型橡胶隔震支座力学性能研究[J].西安建筑科技大学学报(自然科学版),2023, 55(2):319-324.
[15]高亮, 王朋, 张鹏. 带T形钢翼缘的核心钢管混凝土组合柱轴压比限值研究[J].建筑科学与工程学报, 2024, 41(03): 76-85.
[16]王朋, 于彬, 史庆轩等. 新型型钢-混凝土组合柱恢复力模型研究[J]. 地震工程学报, 2023, 45(03): 661-672.
[17]王朋, 于彬, 史庆轩, 王峰. 新型型钢-混凝土组合柱抗震性能试验研究[J]. 工业建筑, 2022, 52(12): 113-120+127.
[18]高亮, 王朋, 张良, 于婧. 水平荷载作用下板柱结构等代梁宽度系数研究[J]. 结构工程师, 2023, 39(01): 20-29.
[19]马立成, 史庆轩, 王朋, 王秋维. 高强钢筋混凝土柱小偏心受压性能试验研究[J].工程力学, 2024, 41(03): 82-90.
[20]Peng Wang, Jie Huang, Yi Tao, Qingxuan Shi, Chong Rong, Seismic performance of reinforced concrete columns with an assembled UHPC stay-in-place formwork[J]. Engineering Structures, 2022, 272: 115003.
[21]Peng Wang, Xuehui You, Yi Tao, Qingxuan Shi, Qiuwei Wang, Axial compression behavior of core-steel tube with T-shaped flanges reinforced concrete column[J]. Journal of Constructional Steel Research, 2022, 198: 107586.
[22]Peng Wang, Qingxuan Shi, Feng Wang and Qiuwei Wang. Seismic behavior of enlarged cross steel-reinforced concrete columns under various loadings[J]. Steel and composite structures, 2021, 40(1): 33-43.
[23]Peng Wang, Qingxuan Shi, Feng Wang and Qiuwei Wang, Seismic behaviour of concrete columns with high-strength stirrups[J]. Earthquakes and Structures, 2020, 18(1): 15-25.
[24]Peng Wang, Qingxuan Shi, Feng Wang and Siusiu Guo, Damage Assessment of an SRC Frame-Core Tube Structure under the Action of a Main Aftershock Sequence, Advance in civil Engineering, 2020, 2020(1): 1308530.
[25]Peng Wang, QingX. Shi, Feng Wang and QiuW. Wang, Experimental investigation of SRHSC columns under biaxial loading, Earthquakes and Structures, 2017,13(5): 485-496.
[26]Peng Wang, Qingxuan Shi, Qiuwei Wang, Yi Tao, Experimental behavior and shear bearing capacity calculation of RC columns with a vertical splitting failure, Earthquakes and Structures, 2015, 9(6): 1233-1250.
[27]Shi Qingxuan, Wang Feng, Wang Peng, et al. Experimental and numerical study of the seismic performance of an all-steel assembled Q195 low-yield buckling-restrained brace[J]. Engineering Structures, 2018, 176:481-499.
[28]王朋,丁耀宗,史庆轩,李龙堂,基于统一强度理论的FRP-混凝土-钢管组合圆柱轴压承载力计算,西安建筑科技大学学报(自然科学版),2020,52(2):233-240.
[29]王朋,于彬,史庆轩,张鹏. 钢筋混凝土板柱节点冲切破坏模型及承载力分析,西安建筑科技大学学报(自然科学版),2020,52(6):852-859.
[30]王朋,史庆轩,王峰,张挺,双向加载路径下型钢-混凝土组合柱抗震性能试验研究,建筑结构学报,2018,39(1):52-60.
2.专利
[1]王朋,尤学辉,史庆轩,王秋维,基于超高性能混凝土模壳的混凝土梁柱节点, 2024-07-02,中国,ZL 2023 2 2941767.1
[2]王朋,尤学辉,史庆轩,薛岩,一种装配成型的UHPC免拆柱模板, 2022-06-14,中国,ZL 2022 2 0101105.6
[3]史庆轩,李雪梅,王朋,王秋维,陶毅,一种含有混合钢筋的钢筋混凝土组合柱, 2022-11-15,中国,CN202221822558.4
[4]史庆轩,李雪梅,王朋,王秋维,陶毅,一种钢管内约束的钢筋混凝土组合柱, 2022-11-01,中国,CN202221822547.6
[5]史庆轩,王峰,王朋,延潇,戎翀,一种新型四套管屈曲约束支撑, 2021-03-16,中国,CN202021268693.X
3.获奖
[1]第七届全国青年教师混凝土结构教学一等奖,2022年
[2]陕西省一流本科课程-线下一流课程“混凝土结构设计原理”,2023年
[3]第五届西安建筑科技大学优秀教案二等奖,2024年
[4]陕西省2023年高等教育(本科)教学成果奖特等奖,2024年
[5]入选2023年度领跑者5000中国精品科技期刊顶尖学术论文,带T形钢的内置钢管混凝土组合柱轴压性能研究[J]. 建筑结构学报,2023,44(2):37-49.
[6]华夏建设科学技术奖二等奖,(7/12)“复材及超高性能混凝土提升工程结构性能关键技术”,2024年