Qingtian Su 
- (2024): Experimental and Numerical Analysis on Bending Behavior of Hybrid Bridge Deck System Composed of Transversely Connected OSD and Composite Deck. In: International Journal of Steel Structures, v. 24, n. 2 (February 2024).
- (2023): An Experimental Study on Negative Bending Behavior of Composite Bridge Decks with Steel-Fiber-Reinforced Concrete and Longitudinal Bulb-Flat Ribs. In: International Journal of Steel Structures, v. 23, n. 3 (4 April 2023).
- (2023): Experimental and Numerical Study on the Mechanical Behavior of Prestressed Continuous Composite I-Girder Bridges with Partial Connection. In: Journal of Bridge Engineering (ASCE), v. 28, n. 3 (March 2023).
- (2023): Fatigue behavior evaluation of full-scale OSD-UHPC composite bridge deck system. In: Engineering Structures, v. 275 (January 2023).
- (2022): Analysis on Segmental Deck Replacement Plan for Large-Span Network Arch Bridge. Presented at: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022.
- (2022): Experimental Design of Link Slab in Long-span Steel-Concrete Composite Bridge. Presented at: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022.
- (2022): Analysis on Mechanical Performance of Rail-Cum-Road Double Deck Steel Truss-Arch Composite System Bridge. Presented at: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022.
- (2022): Application of Partial Shear Connection in Steel–Concrete Semi-Continuous Composite Girder Bridges. In: Structural Engineering International, v. 32, n. 3 (July 2022).
- (2022): Behavior of Orthotropic Steel-UHPC Composite Bridge Deck under Cyclic Loading. Presented at: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022.
- (2022): Experimental Design of Link Slab in Steel-Concrete Composite Bridge. Presented at: IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022.
- (2022): Behavior of short-headed stud connectors in orthotropic steel-UHPC composite bridge deck under fatigue loading. In: International Journal of Fatigue, v. 160 (July 2022).
- (2022): Experimental study on mechanical behavior of orthotropic steel deck with adhesively bonded rigid pavement. In: Advances in Structural Engineering, v. 25, n. 5 (February 2022).
- (2021): Experimental study on transverse stress of different forms of concrete bridge deck. Presented at: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021.
- (2021): Experimental study on partial-combination method in continuous composite girder. Presented at: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021.
- (2021): Experimental study of the steel-concrete connection in the hybrid girder continuous rigid frame bridge. Presented at: IABSE Congress: Resilient technologies for sustainable infrastructure, Christchurch, New Zealand, 3-5 February 2021.
- (2019): Experimental Study on Shear Behavior of Perfobond Connector with Boot Shaped Slots. Presented at: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019.
- (2021): Hot spot stress investigation on rib-to-deck-to-floor beam connections in UHPC reinforced OSDs. In: Journal of Constructional Steel Research, v. 179 (April 2021).
- (2019): Bending performance of composite bridge deck with T-shaped ribs. In: Frontiers of Structural and Civil Engineering, v. 13, n. 4 (August 2019).
- (2011): Experimental study on double composite action in the negative flexural region of two-span continuous composite box girder. In: Journal of Constructional Steel Research, v. 67, n. 10 (October 2011).
- (2016): Bending Capacity of Orthotropic Composite Bridge Deck with T-Shaped Steel Ribs. Presented at: IABSE Conference: Bridges and Structures Sustainability - Seeking Intelligent Solutions, Guangzhou, China, 8-11 May 2016.
- (2009): Effect of Orientation on the Shear Strength of Perfobond Shear Connectors. Presented at: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009.
- (2015): Flexural Behaviour of Orthotropic Composite Bridge Deck. Presented at: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015.
- (2017): Experimental Study on Mechanical Behavior of T-shape Stiffened Orthotropic Steel-concrete Composite Bridge Decks. Presented at: IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017.
- (2017): Experimental study and numerical analysis on mechanical behavior of T-shape stiffened orthotropic steel-concrete composite bridge decks. In: International Journal of Steel Structures, v. 17, n. 3 ( 2017).
- (2018): Fatigue Behavior of the Group Stud Shear Connectors in Steel-Concrete Composite Bridges. In: Journal of Bridge Engineering (ASCE), v. 23, n. 8 (August 2018).
- (2016): Bearing Capacity of Perfobond Rib Shear Connectors in Composite Girder Bridges. In: Journal of Bridge Engineering (ASCE), v. 21, n. 4 (April 2016).
- (2016): Bearing Capacity of Stud–Bolt Hybrid Shear Connection in Segmental Composite Bridge Girders. In: Journal of Bridge Engineering (ASCE), v. 21, n. 4 (April 2016).
- (2015): Behavior of a Continuous Composite Box Girder with a Prefabricated Prestressed-Concrete Slab in Its Hogging-Moment Region. In: Journal of Bridge Engineering (ASCE), v. 20, n. 8 (August 2015).
- (2018): Full-Scale Experimental Study on the Negative Flexural Behavior of Orthotropic Steel–Concrete Composite Bridge Deck. In: Journal of Bridge Engineering (ASCE), v. 23, n. 12 (December 2018).
- (2018): Coupled Effects of Concrete Shrinkage, Creep, and Cracking on the Performance of Postconnected Prestressed Steel-Concrete Composite Girders. In: Journal of Bridge Engineering (ASCE), v. 23, n. 3 (March 2018).
Structurae cooperates with
