Development of RC column and Steel Hybrid beam system (FRASH method)
|
|
|||||||||||
Bibliographic Details
| Author(s): |
Ravi Singh
Hitoshi Sasaki Kefiji Masuda Yukihiro Sato Yoshito Arima |
||||
|---|---|---|---|---|---|
| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015 | ||||
| Published in: | IABSE Conference Nara 2015 | ||||
|
|||||
| Page(s): | 382-383 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2015 | ||||
| DOI: | 10.2749/222137815815775493 | ||||
| Abstract: |
In this paper, development of a hybrid structure with steel hybrid beam and reinforced concrete column (FRASH method) is carried out. The steel hybrid beam is a steel beam with the beam ends being reinforced concrete. The FRASH method reduces the usage of steel, which enables the reduction of the skeleton cost. And with the hybrid beam ends being reinforced concrete, rigidity of the beam increases resulting in a reduced floor vibration and improved habitability of the building. The outline of FRASH method, structural performance of hybrid beams in a beam-column sub- assemblage and construction example of FRASH method are discussed in this paper. |
||||
| Keywords: |
plastic deformation reinforced concrete column FRASH method steel hybrid beam failure behaviour ultimate bending strength flexural crack strength shear crack strength
|
||||