Huihui Yuan
- Mechanical behavior of eccentrically loaded UHPC-encased CFST medium-long columns. In: Engineering Structures, v. 315 (September 2024). (2024):
- Influence of residual iron content in steel slag on the long-term properties of carbonated steel slag blocks. In: Case Studies in Construction Materials, v. 20 (Juli 2024). (2024):
- Matching relationship study between steel ratio and core concrete strength in UHSCFST stub columns. In: Journal of Constructional Steel Research, v. 219 (August 2024). (2024):
- Experimental study on seismic performance of latticed CFST-RC column connected with RC web. In: Thin-Walled Structures, v. 126 (Mai 2018). (2018):
- Seismic performance of concrete-filled steel tubular composite columns with ultra high performance concrete plates. In: Engineering Structures, v. 278 (März 2023). (2023):
- Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths. In: Structure and Infrastructure Engineering, v. 20, n. 9 (Januar 2024). (2024):
- Analytical Behavior of CFST Bridge Piers under Cyclic Loading. In: Procedia Engineering, v. 173 ( 2017). (2017):
- Experimental Investigation of CFST-RC Bridge Piers under Cyclic Loading. In: Procedia Engineering, v. 173 ( 2017). (2017):
- Ca-LDH-modified cementitious coating to enhance corrosion resistance of steel bars. In: Journal of Building Engineering, v. 51 (Juli 2022). (2022):
- Pseudo-dynamic Test of Cfst Bridge Pier Under Different Ground Excitations. In: Stavební obzor - Civil Engineering Journal, v. 27, n. 1 ( 2018). (2018):
- Experimental study of UHPC-encased CFST stub columns under axial compression. In: Structures, v. 32 (August 2021). (2021):
- Effect of Width of RC-Web on Seismic Performance of CFST–RC Pier: Experiments. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 43, n. 4 ( 2019). (2019):
- Behavior of partially concrete-filled steel tube bridge piers under bi-directional seismic excitations. In: Journal of Constructional Steel Research, v. 93 (Februar 2014). (2014):
- Experimental study of the seismic behavior of partially concrete-filled steel bridge piers under bidirectional dynamic loading. In: Earthquake Engineering and Structural Dynamics, v. 42, n. 15 (Dezember 2013). (2013):
- Multiple-Spring Model for Square-Section Steel Bridge Columns under Bidirectional Seismic Load. In: Journal of Structural Engineering (ASCE), v. 143, n. 5 (Mai 2017). (2017):
- Curve-Approximated Hysteresis Model for Steel Bridge Columns. In: Journal of Structural Engineering (ASCE), v. 140, n. 9 (September 2014). (2014):