| contributor author | O. Ozgur Egilmez | |
| contributor author | Mustafa Vardaroglu | |
| contributor author | Andac Akbaba | |
| date accessioned | 2017-12-30T13:01:07Z | |
| date available | 2017-12-30T13:01:07Z | |
| date issued | 2017 | |
| identifier other | %28ASCE%29ST.1943-541X.0001706.pdf | |
| identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4244566 | |
| description abstract | Light-gauge metal sheeting is often used in steel building and bridge industries as concrete deck formwork. Besides providing support to the fresh concrete, the sheeting acts as a shear diaphragm and provides continuous lateral bracing to the top flanges of the beams to which they are attached. An adequate stability-bracing system must possess sufficient stiffness and strength to control deformations and brace forces. Strength requirements for shear diaphragms are currently not well established. A computational study was conducted to develop strength requirements for shear diaphragms bracing simply supported steel beams. Both end-fastener and sidelap-fastener connections were modeled in the study. To the best of the authors’ knowledge, this is the first study to quantify the stability-induced forces in sidelap fasteners. The effects of deck width and number of end and sidelap fasteners on brace forces were investigated. Expressions were developed to estimate the stability-induced brace forces in end-fastener and sidelap-fastener connections. | |
| publisher | American Society of Civil Engineers | |
| title | Strength Requirements for Shear Diaphragms Used for Stability Bracing of Steel Beams | |
| type | Journal Paper | |
| journal volume | 143 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001706 | |
| page | 04016214 | |
| tree | Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004 | |
| contenttype | Fulltext | |