A study of reliability-based criteria for seismic design of reinforced concrete frame buildings
By: Hwang, H. H. M.
Contributor(s): Hsu, H-M.
Material type: BookSeries: Technical report Center for Earthquake Engineering Research [NCEER]. NCEER-91-0023, August 10, 1991.Publisher: Buffalo, New York National Center for Earthquake Engineering Research, State University of New York at Buffalo 1991Description: various pagings.Subject(s): Buildings | Technical reportDDC classification: 624.1762Item type | Current location | Collection | Call number | Status | Date due | Barcode | Item holds |
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Technical Report | PK Kelkar Library, IIT Kanpur | NICEE (COMPACT) | 624.1762 NCEER-91-0023 (Browse shelf) | Reference | TR21563 |
Total holds: 0
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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 | 624.1762 NCEER-91-0024 Experimental verification of a number of structural system identification algorithms | 624.1762 NCEER-91-0025 Probabilistic evaluation of liquefaction potential | 624.1762 NCEER-91-0026 Instantaneous optimal control for linear, nonlinear and hysteretic structures |
This research was conducted at the Memphis State University at Buffalo and was partially supported by the National Science Foundation under Grant No. ECE 86-07591
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