Xiaodan Fang
- Cyclic behavior of concrete‐encased high‐strength concrete‐filled steel tube composite walls: An experiment. In: Structural Concrete, v. 22, n. 2 (April 2021). (2021):
- Cyclic Experiments on Concrete-encased CFST wall-RC Coupling Beam Joints with Non-through-core Anchorages. In: Journal of Earthquake Engineering, v. 26, n. 3 (Juni 2020). (2020):
- A long-period elastic response spectrum based on the site-classification of Chinese seismic code. In: Soil Dynamics and Earthquake Engineering, v. 115 (Dezember 2018). (2018):
- Seismic Ductility Reduction Factors for Multi-Degree-of-Freedom Systems. In: Advances in Structural Engineering, v. 9, n. 5 (Oktober 2006). (2006):
- Mechanical behavior of a steel tube-confined high-strength concrete shear wall under combined tensile and shear loading. In: Engineering Structures, v. 171 (September 2018). (2018):
- Experimental and analytical studies on tall buildings with a high-level transfer story. In: The Structural Design of Tall and Special Buildings, v. 16, n. 3 (September 2007). (2007):