Seismic vulnerability evaluation of axially loaded steel built-up laced members
By: Lee, Kangmin.
Contributor(s): Bruneau, Michel.
Material type:![materialTypeLabel](/opac-tmpl/lib/famfamfam/BK.png)
Item type | Current location | Collection | Call number | Status | Date due | Barcode | Item holds |
---|---|---|---|---|---|---|---|
![]() |
PK Kelkar Library, IIT Kanpur | NICEE (COMPACT) | 624.1762 MCEER-04-0007 (Browse shelf) | Reference | TR21319 |
Total holds: 0
Browsing PK Kelkar Library, IIT Kanpur Shelves , Collection code: NICEE (COMPACT) Close shelf browser
624.1762 MCEER-04-0003 Cyclic testing of braces laterally restrained by steel studs to enhance performance during earthquakes | 624.1762 MCEER-04-0004 Methodologies for post-earthquake building damage detection using SAR and optical remote sensing | 624.1762 MCEER-04-0005 Nonlinear structural analysis towards collapse simulation: a dynamical systems approach | 624.1762 MCEER-04-0007 Seismic vulnerability evaluation of axially loaded steel built-up laced members | 624.1762 MCEER-04-0009 Assessment of geotechnical issues in acute care facilities in California | 624.1762 MCEER-00-0004 Seismic retrofit of end-sway frames of steel deck-truss bridges with a supplemental tendon system: experimental and analytical investigation | 624.1762 MCEER-00-0005 Sliding fragility of unrestrained equipment in critical facilities |
This research was conducted at the University at Buffalo, State University of New York and was
supported by the Federal Highway Administration under contract number DTFH61-98-C-00094.
There are no comments for this item.