Hongyi Wei
- Research on Seismic Performance of Self-Compacting Concrete Bridge Columns. Vorgetragen bei: Ninth International Conference on Bridge Maintenance, Safety and Management, IABMAS 2018, 9-13 July 2018, Melbourne, Australia. (2018):
- Numerical Analytical Model for Seismic Behavior of Prestressing Concrete Bridge Column Systems. In: Procedia Engineering, v. 14 ( 2011). (2011):
- Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test. In: Journal of Bridge Engineering (ASCE), v. 26, n. 8 (August 2021). (2021):
- Experimental Study on the Seismic Performance of Improved Grouted Corrugated Duct Connection (GCDC) Design for Precast Concrete Bridge Column. In: Journal of Earthquake Engineering, v. 26, n. 5 (September 2020). (2020):
- Seismic Performance of Precast Bridge Columns with Socket and Pocket Connections Based on Quasi-Static Cyclic Tests: Experimental and Numerical Study. In: Journal of Bridge Engineering (ASCE), v. 24, n. 11 (November 2019). (2019):
- Seismic response analysis of self-anchored suspension bridge with multi-tower. In: International Journal of Steel Structures, v. 16, n. 4 ( 2016). (2016):
- Quasi-static cyclic tests of precast bridge columns with different connection details for high seismic zones. In: Engineering Structures, v. 158 (März 2018). (2018):
- Seismic performance of precast hollow bridge piers with different construction details. In: Frontiers of Structural and Civil Engineering, v. 8, n. 4 (Dezember 2014). (2014):
- Seismic performance of precast concrete bridge columns with quasi-static cyclic shear test for high seismic zones. In: Engineering Structures, v. 166 (Juli 2018). (2018):
- Investigation and verification on seismic behavior of precast concrete frame piers used in real bridge structures: Experimental and numerical study. In: Engineering Structures, v. 154 (Januar 2018). (2018):
- Seismic performance comparison of precast segmental bridge girders with different cross sections and boundary conditions under vertical quasi-static cyclic testing: An experimental investigation. In: Advances in Structural Engineering, v. 21, n. 12 (März 2018). (2018):
- Experimental Study on Seismic Performance of Elevated Pile-cap Foundation of Bridges. Vorgetragen bei: 35th Annual Symposium of IABSE / 52nd Annual Symposium of IASS / 6th International Conference on Space Structures: Taller, Longer, Lighter - Meeting growing demand with limited resources, London, United Kingdom, September 2011. (2011):