Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames
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Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames
Summary
Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames is a master's thesis[1].
Key Facts
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames authored Ryan Ballard[2].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's instance of is recorded as master's thesis[3].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's instance of is recorded as written work[4].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's OCLC number is recorded as 932531266[5].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's language of work or name is recorded as English[6].
- +2015-00-00T00:00:00Z marks the founding of Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames[7].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's work available at URL is recorded as http://hdl.handle.net/1773/33665[8].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's number of pages is recorded as {'unit': 'http://www.wikidata.org/entity/Q1069725', 'amount': '+203'}[9].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's number of pages is recorded as {'unit': 'http://www.wikidata.org/entity/Q56761382', 'amount': '+14'}[10].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's Handle ID is recorded as 1773/33665[11].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's title is recorded as Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames[12].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's thesis submitted to is recorded as University of Washington[13].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's on focus list of Wikimedia project is recorded as WikiProject PCC Wikidata Pilot/University of Washington[14].
- Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames's thesis committee member is recorded as Jeffrey W. Berman[15].
Body
Designation and Status
Recorded instance of include master's thesis[3] and written work[4].
History and Context
+2015-00-00T00:00:00Z marks the founding of Impact of Connection Type On Performance of Non-seismic Concentrically Braced Frames[7].