51. Rotation construction of heavy swivel arch bridge for high-speed railway. (August 2020) Authors: Feng, Yu; Qi, Jianan; Wang, Jingquan; Zhang, Wenxue; Zhang, Qifeng Journal: Structures Issue: Volume 26(2020) Page Start: 755 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
52. Seismic cable restrainer design method to control the large-displacement response for multi-span simply supported bridges crossing fault rupture zones. Issue 149 (October 2021) Authors: Zhang, Fan; Li, Shuai; Zhao, Taiyi; Wang, Jingquan Journal: Soil dynamics and earthquake engineering Issue: Issue 149(2021) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
53. Shear behaviour and calculation model for stud-UHPC connections: Finite element and theoretical analyses. (1st March 2022) Authors: Xu, Qizhi; Sebastian, Wendel; Lu, Kaiwei; Yao, Yiming; Wang, Jingquan Journal: Engineering structures Issue: Volume 254(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
54. Shear strength prediction method of the UHPC keyed dry joint considering the bridging effect of steel fibers. (15th March 2022) Authors: Hu, Yuqing; Qiu, Jiangrui; Li, Zhijie; Yao, Yiming; Liu, Jiaping; Wang, Jingquan Journal: Engineering structures Issue: Volume 255(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
55. Static behavior of grouped large headed stud-UHPC shear connectors in composite structures. (15th December 2018) Authors: Wang, Jingquan; Xu, Qizhi; Yao, Yiming; Qi, Jianan; Xiu, Hongliang Journal: Composite structures Issue: Volume 206(2018) Page Start: 202 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
56. Static behavior of large stud shear connectors in steel-UHPC composite structures. (1st January 2019) Authors: Wang, Jingquan; Qi, Jianan; Tong, Teng; Xu, Qizhi; Xiu, Hongliang Journal: Engineering structures Issue: Volume 178(2019) Page Start: 534 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
57. The role of bond strength in structural behaviors of UHPC-NC composite beams: Experimental investigation and finite element modeling. (1st January 2021) Authors: Tong, Teng; Yuan, Siqi; Wang, Jingquan; Liu, Zhao Journal: Composite structures Issue: Volume 255(2021) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
58. UHPC grout-filled pipe sleeve with bolts for large-diameter deformed bars: Analytical model on the tensile resistance and design method. (15th October 2021) Authors: Wang, Zhen; Zhu, Junzheng; Wang, Jingquan; Zhao, Guotang; Sun, Shuli; Zhang, Jian Journal: Engineering structures Issue: Volume 245(2021) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
59. UHPC jacket retrofitting of reinforced concrete bridge piers with low flexural reinforcement ratios: experimental investigation and three-dimensional finite element modeling. Issue 10 (3rd October 2021) Authors: Tong, Teng; Wang, Jingquan; Lei, Haipeng; Liu, Zhao Journal: Structure and infrastructure engineering Issue: Volume 17:Issue 10(2021) Page Start: 1315 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
60. Validation of physics‐based regional‐scale ground‐motion simulations of the 2008 Mw 7.9 Wenchuan earthquake for engineering applications. (14th July 2022) Authors: Zhang, Fan; Mavroeidis, George P.; Wang, Jingquan; Papageorgiou, Apostolos S. Journal: Earthquake engineering and structural dynamics Issue: Volume 51:Number 12(2022) Page Start: 2975 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗