An evaluation of the inelastic behaviour of two degree of freedom structures under earthquake loading
Abstract
Two degree of freedom systems were studied. A accelerogram, from an artifically generated motion with a maximum acceleration of about 0.3 g was used. It is in fact the strong motion portion of a longer record, and was limited to 5 seconds duration to reduce the use of computer time
- Publication:
-
NASA STI/Recon Technical Report N
- Pub Date:
- October 1981
- Bibcode:
- 1981STIN...8312258B
- Keywords:
-
- Degrees Of Freedom;
- Earthquake Resistant Structures;
- Inelastic Stress;
- Structural Design;
- Ductility;
- Equations Of Motion;
- Modal Response;
- Engineering (General)