Liang-Jenq Leu
- Explicit Tangent Stiffness Matrix for Nonlinear Analysis of Planar Frames Considering the Effects of Spread of Inelasticity. Présenté pendant: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001. (2001):
- Numerical Verification on Optimal Sensor Placements for Building Structure Before and After the Stiffness Decrease. Dans: International Journal of Structural Stability and Dynamics, v. 23, n. 9 (décembre 2022). (2022):
- Optimizing Viscous Damper Placement with Element Exchange Method and Energy-Based Distribution Methods for Building Structures. Dans: International Journal of Structural Stability and Dynamics, v. 22, n. 15 (juillet 2022). (2022):
- Second-order analysis of planar steel frames considering the effect of spread of plasticity. Dans: Structural Engineering and Mechanics, v. 11, n. 4 (avril 2001). (2001):
- Shape optimization by the boundary element method with a reduced basis reanalysis technique. Dans: Structural Engineering and Mechanics, v. 8, n. 1 (juillet 1999). (1999):
- Force recovery procedures in nonlinear analysis. Dans: Computers & Structures, v. 41, n. 6 (janvier 1991). (1991):
- Torsion Design Charts for Reinforced Concrete Rectangular Members. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 2 (février 2000). (2000):
- Strut-and-Tie Design Methodology for Three-Dimensional Reinforced Concrete Structures. Dans: Journal of Structural Engineering (ASCE), v. 132, n. 6 (juin 2006). (2006):
- Explicit Inelastic Stiffness for Beam Elements with Uniform and Nonuniform Cross Sections. Dans: Journal of Structural Engineering (ASCE), v. 134, n. 4 (avril 2008). (2008):