C. J. Gantes
- Comparison of alternative algorithms for buckling analysis of slender steel structures. In: Structural Engineering and Mechanics, v. 44, n. 2 (Oktober 2012). (2012):
- Experimental investigation of buckling of wind turbine tower cylindrical shells with opening and stiffening under bending. In: Thin-Walled Structures, v. 54 (Mai 2012). (2012):
- Bending and shear stiffness optimization for rigid and braced multi-story steel frames. In: Steel and Composite Structures, v. 1, n. 4 (Dezember 2001). (2001):
- Equivalent uniform damping ratios for linear irregularly damped concrete/steel mixed structures. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 3 (März 2011). (2011):
- Design of circular steel arches with hollow circular cross-sections according to EC3. In: Journal of Constructional Steel Research, v. 64, n. 10 (Oktober 2008). (2008):
- Nonlinear in-plane behavior of circular steel arches with hollow circular cross-section. In: Journal of Constructional Steel Research, v. 64, n. 12 (Dezember 2008). (2008):
- Comparison of stiffening types of the cutout in tubular wind turbine towers. In: Journal of Constructional Steel Research, v. 83 (April 2013). (2013):
- Truncated newton methods for nonlinear finite element analysis. In: Computers & Structures, v. 30, n. 3 (Januar 1988). (1988):
- Equivalent modal damping ratios for concrete/steel mixed structures. In: Computers & Structures, v. 88, n. 19-20 (Oktober 2010). (2010):
- Deployability Conditions for Curved and Flat, Polygonal and Trapezoidal Deployable Structures. In: International Journal of Space Structures, v. 8, n. 1-2 (April 1993). (1993):
- Geometric Design of Deploybale Structures with Discrete Joint Size. In: International Journal of Space Structures, v. 8, n. 1-2 (April 1993). (1993):
- Assessing the Necessity to Account for Geometric Nonlinearity in Von Mises Trusses Representing Simple Shallow Roofs. In: Journal of the International Association for Shell and Spatial Structures, v. 57, n. 4 (Dezember 2016). (2016):