oasys-sample-files
1.1 Single increment - elastic material.gwb
1.2. Single_increment - Plastic materia.gwb
2.1. Automatic_increment - arch.gwb
2.2. Automatic_increment - SwissRe.gwb
3.1. Member_buckling - frame.gwb
3.2. Member buckling - truss - real example.gwb
4.1. Sliding_cable (tie_element).gwb
4.2. Sliding_cable (sliding).gwb
4.3. Sliding_cable (non-sliding).gwb
4.4 Sliding Cable vs Tie.gwb
5.1. catenary_cable_displacement 1.gwb
5.1. catenary_cable_displacement 2.gwb
5.1. catenary_cable_displacement 3.gwb
5.2. Nodal_force_equilibrium.gwb
5.3. Bar_elem_intermediate_displacement.gwb
5.4. Tie_internal_forces.gwb
5.5. Beam buckle, Bar not buckle.gwb
5.6. Beam stress in material nonlinear analysis.gwb
5.7. Effect of XY rigid plane on beam Myy.gwb
5.8. Slenderness effect.gwb
5.9. Linear_Buckling analysis - shear force effect ignored.gwb
6.1. Solve unconvergence problem.gwb
6.2. Solve unconvergence problem.gwb
6.3. Solve unconvergence problem.gwb
6.4. Solve unconvergence problem.gwb
7.1. Soap_film - Applied_disp.gwb
7.2. Soap_film - Higher_coords.gwb
7.3.1. Soap_film - spacer only in one direction.gwb
7.3.2. Soap_film - spacer in both directions.gwb
7.4.1. Soap_film - necking.gwb
7.4.2. Soap_film - necking prevention by diff XY.gwb
7.4.3. Soap_film - necking prevention by radial cables.gwb
7.5. Soap_film - real project example.gwb
7.6.1. Soap_film - Suspension bridge 1.gwb
7.6.2. Soap-film - Suspension bridge 2.gwb
8.1. Force_density - tower.gwb
8.2. Force_density - cooling tower.gwb
8.7.60 Soap_film - Suspension bridge - user axis.gwb
9.1 Normal_property - form-found - reanalysed.gwb
9.1 Normal_property - form-found.gwb
9.1 Normal_property - original.gwb
9.2 Comparison - non-staged-analysis.gwb
9.2 Comparison - staged-analysis.gwb
9.2 Staged analysis- remove mid-column.gwb
9.4 Compression structure - final.gwb
9.4 Compression structure - original.gwb