Seismic behavior and design of semi-rigid steel frames
Material type:
TextLanguage: English Series: University of California at Berkeley. Earthquake Engineering Research Center [UCB/EERC] report no | UCB/EERC-92/06Publication details: Berkeley, California Earthquake Engineering Research Center 1992Description: xx, 380pSubject(s): DDC classification: - 624.1762
| Item type | Current library | Collection | Call number | Status | Date due | Barcode | Item holds | |
|---|---|---|---|---|---|---|---|---|
Technical Report
|
PK Kelkar Library, IIT Kanpur | Reference | 624.1762 UCB/EERC-92/06 (Browse shelf(Opens below)) | Reference | TR21222 |
Total holds: 0
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| 624.1762 UCB/EERC-91/15 Design guidelines for ductility and drift limits | 624.1762 UCB/EERC-91/17 A fiber beam-column element for seismic response analysis of reinforced concrete structures | 624.1762 UCB/EERC-92/01 Studies of a 49-story instrumented steel structure shaken during the Loma Prieta earthquake | 624.1762 UCB/EERC-92/06 Seismic behavior and design of semi-rigid steel frames | 624.1762 UCB/EERC-92/07 A beam element for seismic damage analysis | 624.1762 UCB/EERC-92/08 Nonlinear static and dynamic analysis of reinforced concrete subassemblages | 624.1762 UCB/EERC-92/09 Evaluation of code accidental-torsion provisions using earthquake records from three nominally symmetric-plan buildings |
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