O. A. Pekau
- Three-Degree-of-Freedom Rigid Model for Seismic Analysis of Cracked Concrete Gravity Dams. In: Journal of Engineering Mechanics (ASCE), v. 132, n. 9 (September 2006). (2006):
- Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media. In: Journal of Engineering Mechanics (ASCE), v. 130, n. 1 (Januar 2004). (2004):
- Torsional Instability in Hysteretic Structures. In: Journal of Engineering Mechanics (ASCE), v. 111, n. 4 (April 1985). (1985):
- Torsional stability of nonlinear eccentric structures. In: Computers & Structures, v. 20, n. 1-3 (Januar 1985). (1985):
- A versatile panel element for the analysis of shear wall structures. In: Computers & Structures, v. 12, n. 3 (September 1980). (1980):
- Time domain boundary element analysis of two-dimensional elastodynamic foundation problems. In: Computers & Structures, v. 30, n. 1-2 (Januar 1988). (1988):
- Time domain procedure of FE-BE-IBE coupling for seismic interaction of arch dams and canyons. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 12 (Dezember 1995). (1995):