- Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure. In: ce/papers, v. 6, n. 3-4 (September 2023). (2023):
- Seismic performance of self-centering hybrid coupled wall systems: Preliminary assessments. In: Procedia Structural Integrity, v. 44 ( 2023). (2023):
- Experimental Investigation of the Inelastic Cyclic Behavior of Concrete-Filled Double-Skin Tubular Beam-Columns with Corrugated Inner Skins and Ultrahigh-Strength Corner Tubes. In: Journal of Structural Engineering (ASCE), v. 148, n. 12 (Dezember 2022). (2022):
- Efficiency of employing fiber-based finite-length plastic hinges in simulating the cyclic and seismic behavior of steel hollow columns compared with other common modelling approaches. In: Earthquake Engineering and Engineering Vibration, v. 18, n. 4 (Oktober 2019). (2019):
- Parametric study on the static compressive behaviour of concrete-filled double-skin sections consisting of corrugated plates. In: Thin-Walled Structures, v. 107 (Oktober 2016). (2016):
- Employing a fiber-based finite-length plastic hinge model for representing the cyclic and seismic behaviour of hollow steel columns. In: Steel and Composite Structures, v. 23, n. 5 (April 2017). (2017):
- Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames. In: Journal of Constructional Steel Research, v. 124 (September 2016). (2016):
- Developing Representative Dual Loading Protocols for the Columns of Steel Special Moment Frames based on the Seismic Demands on These Members. In: Journal of Earthquake Engineering, v. 21, n. 8 ( 2017). (2017):
- Effect of ultra-high strength steel on mitigation of non-ductile yielding of concrete-filled double-skin columns. In: Construction and Building Materials, v. 147 (August 2017). (2017):
- On the quantification of seismic performance factors of Chevron Knee Bracings, in steel structures. In: Engineering Structures, v. 46 (Januar 2013). (2013):
- Compressive behaviour of concrete-filled double-skin sections consisting of corrugated plates. In: Engineering Structures, v. 111 (März 2016). (2016):
- 08.35: Compressive behavior of concrete filled double skin sections consisting of corrugated plates and ultra-high strength steel corner tubes. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):