| contributor author | Andrea Frangi | |
| contributor author | Markus Knobloch | |
| contributor author | Mario Fontana | |
| date accessioned | 2017-05-08T21:58:57Z | |
| date available | 2017-05-08T21:58:57Z | |
| date copyright | February 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000146.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67992 | |
| description abstract | The structural behavior of timber-concrete composite slabs is mainly governed by the shear connection between timber and concrete. When a timber-concrete composite structure is exposed to fire, it is of particular importance to know the changes in stiffness and strength that the shear connection is subjected to. For the calculation of the fire resistance of timber-concrete composite slabs a simplified design method was developed on the basis of the calculation model for mechanically jointed beams with flexible elastic connection given in EN 1995-1-1 and the reduced cross section method given in EN 1995-1-2. The effects of temperature on the mechanical properties of timber, concrete, and connection are taken into account by modification factors | |
| publisher | American Society of Civil Engineers | |
| title | Fire Design of Timber-Concrete Composite Slabs with Screwed Connections | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 2 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000101 | |
| tree | Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 002 | |
| contenttype | Fulltext | |
