1. A hybrid methodology for predicting train-induced vibration on sensitive equipment in far-field buildings. (November 2021) Authors: Qu, Shuai; Yang, Jianjin; Zhu, Shengyang; Zhai, Wanming; Kouroussis, Georges Journal: Transportation geotechnics Issue: Volume 31(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
2. Dynamic Analysis of Vehicle Track Coupling Based on Double Beam Track Model. (17th April 2018) Authors: Qi, Yayun; Dai, Huanyun; Yang, Jianjin; Xu, Kun Other Names: Petrov Evgeny Academic Editor. Journal: Shock and vibration Issue: Volume 2018(2018) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
3. Effect of track irregularity on the dynamic response of a slab track under a high-speed train based on the composite track element method. (1st December 2015) Authors: Yang, Xinwen; Gu, Shaojie; Zhou, Shunhua; Yang, Jianjin; Zhou, Yu; Lian, Songliang Journal: Applied acoustics Issue: Volume 99(2015) Page Start: 72 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
4. Experimental study on ground vibration induced by double-line subway trains and road traffic. (July 2021) Authors: Qu, Shuai; Yang, Jianjin; Zhu, Shengyang; Zhai, Wanming; Kouroussis, Georges; Zhang, Qinglai Journal: Transportation geotechnics Issue: Volume 29(2021) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
5. Ground vibration induced by maglev trains running inside tunnel: Numerical modelling and experimental validation. Issue 157 (June 2022) Authors: Qu, Shuai; Yang, Jianjin; Feng, Yang; Peng, Yeye; Zhao, Chunfa; Zhu, Shengyang; Zhai, Wanming Journal: Soil dynamics and earthquake engineering Issue: Issue 157(2022) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗