O A. Pekau
Affiliations: | Concordia University (Canada), Montreal, QC, Canada |
Area:
Civil EngineeringGoogle:
"O Pekau"
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Publications
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| Pekau OA, Zhu X. (2008) Effect of Seismic Uplift Pressure on the Behavior of Concrete Gravity Dams with a Penetrated Crack Journal of Engineering Mechanics-Asce. 134: 991-999 |
| Zhu X, Pekau OA. (2007) Seismic behavior of concrete gravity dams with penetrated cracks and equivalent impact damping Engineering Structures. 29: 336-345 |
| Pekau OA, Zhu X. (2006) Three-Degree-of-Freedom Rigid Model for Seismic Analysis of Cracked Concrete Gravity Dams Journal of Engineering Mechanics-Asce. 132: 979-989 |
| Pekau OA, Cui Y. (2006) Progressive collapse simulation of precast panel shear walls during earthquakes Computers & Structures. 84: 400-412 |
| Pekau OA, Zhu X. (2006) Seismic behaviour of cracked concrete gravity dams Earthquake Engineering & Structural Dynamics. 35: 477-495 |
| Chuhan Z, Yuntao R, Pekau OA, et al. (2004) Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media Journal of Engineering Mechanics-Asce. 130: 105-116 |
| Pekau OA, Yuzhu C. (2004) Failure analysis of fractured dams during earthquakes by DEM Engineering Structures. 26: 1483-1502 |
| Jin F, Pekau OA, Zhang CH. (2001) A 2‐D time‐domain boundary element method with damping International Journal For Numerical Methods in Engineering. 51: 647-661 |
| Guanglun W, Pekau OA, Chuhan Z, et al. (2000) Seismic fracture analysis of concrete gravity dams based on nonlinear fracture mechanics Engineering Fracture Mechanics. 65: 67-87 |
| Chuhan Z, Pekau OA, Feng J, et al. (1997) Application of distinct element method in dynamic analysis of high rock slopes and blocky structures Soil Dynamics and Earthquake Engineering. 16: 385-394 |