F. G. A. Al-Bermani
| Use attributes for filter ! | |
| Gender | Male |
|---|---|
| Music groups | S. Kitipornchai |
| C. K. Chin | |
| R. M. Lucas | |
| S. Chin | |
| K. Zhu | |
| Casimir Wang Mi-lu | |
| Date of Reg. | |
| Date of Upd. | |
| ID | 2532693 |
Nonlinear Analysis of Transmission Towers
Elasto-plastic Large Deflection and Post-buckling Analysis of Box Beam-columns Including Local Buckling Effects
Nonlinear Analysis of Thin-walled Structures Using Plate Elements
Stability of Thin-walled Members with Arbitrary Flange Shape and Flexible Web
Elasto-Plastic Nonlinear Analysis of Flexibly-Jointed Space Frames
Geometric and Material Nonlinear Analysis of Structures Comprising Rectangular Hollow Sections
Flexural Vibration of Skew Mindlin Plates with Oblique Internal Line Supports: Y. Xiang . . . [et. al. ].
Formex fourmulation for finite element analysis of thin-walled structures
Nonlinear Dynamic Analysis of Lattice Structures
Formex Formulation of Transmission Tower Structures
Buckling of Columns: Allowance for Axial Shortening
Nonlinear Analysis of Thin-walled Structures Using One Element Per Member
Predicting the Ultimate Behaviour of Cold-formed Purlin-sheeting Systems
Elasto-plastic Large Deformation Analysis of Thin-walled Structures
Elasto-plastic Large Deflection and Post-buckling Analysis of Box Beam-columns Including Local Buckling Effects
Nonlinear Analysis of Thin-walled Structures Using Plate Elements
Stability of Thin-walled Members with Arbitrary Flange Shape and Flexible Web
Elasto-Plastic Nonlinear Analysis of Flexibly-Jointed Space Frames
Geometric and Material Nonlinear Analysis of Structures Comprising Rectangular Hollow Sections
Flexural Vibration of Skew Mindlin Plates with Oblique Internal Line Supports: Y. Xiang . . . [et. al. ].
Formex fourmulation for finite element analysis of thin-walled structures
Nonlinear Dynamic Analysis of Lattice Structures
Formex Formulation of Transmission Tower Structures
Buckling of Columns: Allowance for Axial Shortening
Nonlinear Analysis of Thin-walled Structures Using One Element Per Member
Predicting the Ultimate Behaviour of Cold-formed Purlin-sheeting Systems
Elasto-plastic Large Deformation Analysis of Thin-walled Structures