Lianhua Wang
- Shear performance of prestressed composite box beams with ultra-high-performance concrete and corrugated steel webs under different loading conditions. Dans: Thin-Walled Structures, v. 186 (mai 2023). (2023):
- Flexural behavior of the hollow slab girders strengthened with ultra-high performance concrete: Field full-scale experiment and analysis. Dans: Construction and Building Materials, v. 408 (décembre 2023). (2023):
- UHPC-based precast large-cantilevered thin-walled bent caps: Design and experiments. Dans: Engineering Structures, v. 272 (décembre 2022). (2022):
- A practical method for predicting post-flutter behavior of a rectangular section. Dans: Journal of Wind Engineering and Industrial Aerodynamics, v. 216 (septembre 2021). (2021):
- Interfacial bond properties between normal strength concrete substrate and ultra-high performance concrete as a repair material. Dans: Construction and Building Materials, v. 235 (février 2020). (2020):
- Measured Frequency for the Estimation of Cable Force by Vibration Method. Dans: Journal of Engineering Mechanics (ASCE), v. 141, n. 2 (février 2015). (2015):
- Experimental investigation of damaged circular reinforced concrete columns with pre-tensioned steel hoops. Dans: Engineering Structures, v. 197 (octobre 2019). (2019):
- Scattering of plane P, SV or Rayleigh waves by a shallow lined tunnel in an elastic half space. Dans: Soil Dynamics and Earthquake Engineering, v. 49 (juin 2013). (2013):
- Distortion analysis of non-prismatic composite box girders with corrugated steel webs. Dans: Journal of Constructional Steel Research, v. 147 (août 2018). (2018):
- Field measurement and practical design of a lightweight composite bridge deck. Dans: Journal of Constructional Steel Research, v. 147 (août 2018). (2018):
- Improved softened membrane model for prestressed composite box girders with corrugated steel webs under pure torsion. Dans: Journal of Constructional Steel Research, v. 153 (février 2019). (2019):
- Non-linear planar dynamics of suspended cables investigated by the continuation technique. Dans: Engineering Structures, v. 29, n. 6 (juin 2007). (2007):
- Seismic fragility assessment of a multi-span cable-stayed bridge with tall piers. Dans: Bulletin of Earthquake Engineering, v. 15, n. 9 (février 2017). (2017):