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| Content Provider | IEEE Xplore Digital Library |
|---|---|
| Author | Barroso, L.R. Breneman, S.E. Smith, H.A. |
| Copyright Year | 2001 |
| Description | Author affiliation: Dept. of Civil Eng., Texas A&M Univ., College Station, TX, USA (Barroso, L.R.) |
| Abstract | The determination of seismic demands on a structure are based on several assumptions concerning the structural parameters and modeling. The response of any structure depends on careful selection of those parameters so as to capture the significant effects of the structure. The focus of the study is to evaluate the effect of selected parameters on the demand estimation of a controlled structure under severe seismic demands. The parameters investigated here are: 1) the level of nonlinear modeling and analyses of the structure, 2) the initial stiffness of the structure, and 3) the strain-hardening assumptions in force-deformation relationships of the elements. |
| Sponsorship | American Autom. Control Council |
| Starting Page | 1089 |
| Ending Page | 1096 |
| File Size | 715578 |
| Page Count | 8 |
| File Format | |
| ISBN | 0780364953 |
| ISSN | 07431619 |
| DOI | 10.1109/ACC.2001.945865 |
| Language | English |
| Publisher | Institute of Electrical and Electronics Engineers, Inc. (IEEE) |
| Publisher Date | 2001-06-25 |
| Publisher Place | USA |
| Access Restriction | Subscribed |
| Rights Holder | American Automatic Control Council(AACC) |
| Subject Keyword | Steel Buildings Control systems Earthquake engineering Gravity Civil engineering Structural engineering Performance gain Hazards Friction |
| Content Type | Text |
| Resource Type | Article |
| Subject | Electrical and Electronic Engineering |
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