Effects of protective cushion and soil compliancy on the response of equipment within a seismically excited building
By: HoLung, J. A.
Material type:
BookSeries: National Center for Earthquake Engineering Research [NCEER]. Technical Report NCEER-89-0001, February 16, 1989.Publisher: Buffalo, New York National Center for Earthquake Engineering Research, State university of New York at Buffalo 1989Description: various pagings.Subject(s): Equipment | Technical ReportDDC classification: 624.1762
| Item type | Current location | Collection | Call number | Status | Date due | Barcode | Item holds |
|---|---|---|---|---|---|---|---|
Technical Report
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PK Kelkar Library, IIT Kanpur | NICEE (COMPACT) | 624.1762 NCEER-89-0001 (Browse shelf) | Reference | TR21476 |
Total holds: 0
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| 624.1762 NCEER-88-0013 A study of radiation damping and soil-structure interaction effects in the centrifuge | 624.1762 NCEER-88-0015 Two- and three-dimensional dynamic finite element analyses of the long valley dam | 624.1762 NCEER-88-0016 Damage assessment of reinforced concrete structures in eastern United States | 624.1762 NCEER-89-0001 Effects of protective cushion and soil compliancy on the response of equipment within a seismically excited building | 624.1762 NCEER-89-0002 Statistical evaluation of response modification factors for reinforced concrete structures | 624.1762 NCEER-89-0003 Hysteretic columns under random excitations | 624.1762 NCEER-88-0017 Dynamic compliance of vertically loaded strip of foundations in multilayered viscoelastic soils |
This research was conducted at the Florida Atlantic University and was partially supported by the National Science Foundation under Grant No. ECE 86-07591
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