Xi-La Liu
- Influence of different fatigue loads and coating thicknesses on service performance of RC beam specimens with epoxy-coated reinforcement. In: Computers and Concrete, v. 19, n. 3 (March 2017). (2017):
- Analysis of RC beam with unbonded or exposed tensile steel reinforcements and defective stirrup anchorages for shear strength. In: Computers and Concrete, v. 10, n. 1 (July 2012). (2012):
- Predicting the flexural capacity of RC beam with partially unbonded steel reinforcement. In: Computers and Concrete, v. 6, n. 3 (June 2009). (2009):
- Probability distribution of maximum wooden shore loads in multistory R.C. buildings. In: Structural Safety, v. 4, n. 3 (January 1987). (1987):
- Experimental research on hysteretic behaviors of corroded reinforced concrete columns with different maximum amounts of corrosion of rebar. In: Construction and Building Materials, v. 121 (September 2016). (2016):
- Shear behaviour of RC beams with corrosion damaged partial length. In: Materials and Structures, v. 45, n. 3 (March 2012). (2012):
- Prediction of Flexural Deformation of a Corroded RC Beam with a Polynomial Tension-Stiffening Model. In: Journal of Structural Engineering (ASCE), v. 139, n. 6 (June 2013). (2013):
- Damage Detection of Bridges by Using Displacement Data of Two Symmetrical Points. In: Journal of Performance of Constructed Facilities (ASCE), v. 26, n. 3 (June 2012). (2012):
- Simplified Methodology for the Evaluation of the Residual Strength of Corroded Reinforced Concrete Beams. In: Journal of Performance of Constructed Facilities (ASCE), v. 24, n. 2 (April 2010). (2010):