Cyclic performance and characterization of steel deck connections
| dc.contributor.author | Torabian, S. | |
| dc.contributor.author | Schafer, B.W. | |
| dc.date.accessioned | 2020-07-30T16:10:39Z | |
| dc.date.available | 2020-07-30T16:10:39Z | |
| dc.date.issued | 2017-12-14 | |
| dc.description | Test report | en_US |
| dc.description.abstract | The objective of this report is to provide cyclic connection test results essential to 3D building models required for performing P695 evaluation studies for Rigid Wall-Flexible Diaphragm (RWFD) Buildings. This experimental program is a task within a larger effort, i.e. “Advancing Seismic Provisions for Steel Diaphragm in Rigid Wall-Flexible Diaphragm Buildings”. The object of the larger effort is to validate alternative seismic design provisions for conventionally designed steel diaphragms in RWFD buildings. | en_US |
| dc.description.sponsorship | American Iron and Steel Institute (AISI), Steel Deck Institute (SDI), Steel Joist Institute (SJI) | en_US |
| dc.identifier.uri | http://jhir.library.jhu.edu/handle/1774.2/62849 | |
| dc.language.iso | en_US | en_US |
| dc.publisher | NBM Technologies | en_US |
| dc.relation.ispartofseries | CFSRC;R-2017-06 | |
| dc.subject | Cold-formed steel, deck, sidelap, cyclic, connection | en_US |
| dc.title | Cyclic performance and characterization of steel deck connections | en_US |
| dc.type | Technical Report | en_US |
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