NEHRP Clearinghouse
- Title
- Substructuring Techniques in the Time Domain for Primary-Secondary Structural Systems.
- File
- PB88213780.pdf
- Author(s)
- Manolis, G. D.; Juhn, G.
- Source
- National Science Foundation, Washington, DC., February 10, 1988, 68 p.
- Identifying Number(s)
- NCEER-88-0003
- Abstract
- The question of how a primary structural system is affected by the presence of secondary structural and/or non-structural attachments during an earthquake can best be answered by recourse to numerical simulation coupled with experimental verification. The present work develops a substructuring methodology in the time domain for the analysis of structures containing secondary systems. The present methodology allows for a separate analysis of the primary and secondary substructures under the influence of the applied loads. The interaction forces responsible for their coupling are also evaluated. The size of subsystem representations can be reduced by introducing Ritz vectors that do not form complete modal sets. A three-story shear building containing a two degree-of-freedom secondary system is analyzed with and without modal condensation. Parametric studies are conducted by changing the properties of the secondary substructure and by considering different types of applied loads in the form of ground excitations.
- Keywords
- Earthquake resistant structures; Secondary attached structural systems; Substructures; Earthquake engineering; Non structural attached systems; Structural analysis