- Unveiling shear performance and structural integrity of studs in steel-concrete composite structures. Dans: Structures, v. 61 (mars 2024). (2024):
- Development of elastic design response spectra with emphasis on far-source earthquakes for low to moderate seismic region. Dans: Asian Journal of Civil Engineering, v. 24, n. 6 (avril 2023). (2023):
- Seismic response characteristics of a base isolated cable-stayed bridge under moderate and strong ground motions. Dans: Archives of Civil and Mechanical Engineering, v. 17, n. 2 (février 2017). (2017):
- An evolutionary fuzzy modelling approach and comparison of different methods for shear strength prediction of high-strength concrete beams without stirrups. Dans: Smart Structures and Systems, v. 14, n. 5 (novembre 2014). (2014):
- The resilient – smart city development: a literature review and novel frameworks exploration. Dans: Built Environment Project and Asset Management, v. 11, n. 4 (juillet 2021). (2021):
- Ductility and strength assessment of HSC beams with varying of tensile reinforcement ratios. Dans: Structural Engineering and Mechanics, v. 48, n. 6 (décembre 2013). (2013):
- Identification of a suitable ANN architecture in predicting strain in tie section of concrete deep beams. Dans: Structural Engineering and Mechanics, v. 46, n. 6 (juin 2013). (2013):
- Prediction of shear capacity of channel shear connectors using the ANFIS model. Dans: Steel and Composite Structures, v. 17, n. 5 (novembre 2014). (2014):
- Seismic characteristics of X-cable braced frames bundled with a pre-compressed spring. Dans: Soil Dynamics and Earthquake Engineering, v. 116 (janvier 2019). (2019):
- Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading. Dans: Construction and Building Materials, v. 38 (janvier 2013). (2013):
- Experimental assessment of angle shear connectors under monotonic and fully reversed cyclic loading in high strength concrete. Dans: Construction and Building Materials, v. 52 (février 2014). (2014):