Nonlinear analysis of steel frames with semi-rigid connections using the capacity spectrum method
Contributor(s): Deierlein, G. G | Hsieh, S-H | Shen, Y-J | Abel, J. F.
Material type:
BookSeries: National Center for Earthquake Engineering Research [NCEER]. Technical Report NCEER-91-0008, July 2, 1991.Publisher: Buffalo, New York National Center for Earthquake Engineering Research, State University of New York at Buffalo 1991Description: various pagings.Subject(s): Non-proportionally | Technical ReportDDC classification: 624.1762
| Item type | Current location | Collection | Call number | Status | Date due | Barcode | Item holds |
|---|---|---|---|---|---|---|---|
Technical Report
|
PK Kelkar Library, IIT Kanpur | NICEE (COMPACT) | 624.1762 NCEER-91-0008 (Browse shelf) | Reference | TR21551 |
Total holds: 0
Browsing PK Kelkar Library, IIT Kanpur Shelves , Collection code: NICEE (COMPACT) Close shelf browser
| 624.1762 NCEER-91-0005 3D-BASIS nonlinear dynamic analysis of three-dimensional base isolated structures:Part II | 624.1762 NCEER-91-0017 Shake table test of a 1/6 scale two-story lightly reinforced concrete building | 624.1762 NCEER-91-0002 Physical space solutions of non-proportionally damped systems | 624.1762 NCEER-91-0008 Nonlinear analysis of steel frames with semi-rigid connections using the capacity spectrum method | 624.1762 NCEER-91-0010 Phase wave velocities and displacement phase in a harmonically oscillating pile | 624.1762 NCEER-91-0011 Dynamic characteristics of a full-size five-story steel structure and a 2/5 scale model | 624.1762 NCEER-91-0012 Seismic response of a 2/5 scale steel structure with added viscoelastic dampers |
This research was conducted at Cornell University and was partially supported by the National Science Foundation under Grant No. ECE 86-07591
NCEER Project Numbers 88-1005A, 89-1201A and 90-1201A
There are no comments for this item.