Soil effects on earthquake ground motions in the Memphis area
By: Hwang, H.
Contributor(s): Lee, C. S | Ng, K. W.
Material type: BookSeries: National Center for Earthquake Engineering Research [NCEER]. Technical Report NCEER-90-0029, August 2, 1990.Publisher: Buffalo, New York National Center for Earthquake Engineering Research, State University of New York at Buffalo 1990Description: various pagings.Subject(s): Memphis | Technical ReportDDC classification: 624.1762Item type | Current location | Collection | Call number | Status | Date due | Barcode | Item holds |
---|---|---|---|---|---|---|---|
Technical Report | PK Kelkar Library, IIT Kanpur | NICEE (COMPACT) | 624.1762 NCEER-90-0029 (Browse shelf) | Reference | TR21544 |
Total holds: 0
Browsing PK Kelkar Library, IIT Kanpur Shelves , Collection code: NICEE (COMPACT) Close shelf browser
624.1762 NCEER-90-0026 MUMOID user’s guide | 624.1762 NCEER-90-0027 SARCF-II user’s guide seismic analysis of reinforced concrete frames | 624.1762 NCEER-90-0028 Viscous dampers | 624.1762 NCEER-90-0029 Soil effects on earthquake ground motions in the Memphis area | 624.1762 NCEER-91-0015 Evaluation of SEAOC design requirements for sliding isolated structures | 624.1762 NCEER-91-0016 Closed-loop modal testing of a 27-story reinforced concrete flat plate-core building | 624.1762 NCEER-91-0023 A study of reliability-based criteria for seismic design of reinforced concrete frame buildings |
This research was conducted at the Memphis State University and was partially supported by the National Science Foundation under Grant No. ECE 86-07591
NCEER Contract Number 88-3016 and 89-3009
There are no comments for this item.