Research Article
Examination of Structures Built with Tunnel Formwork in Terms of Strength and Cost according to the Earthquake Regulations of 2007 and 2018
| | | 5 floors | 10 floors | 15 floors | | 2007 | 2018 | 2007 | 2018 | 2007 | 2018 |
| | BS30 concrete, m³ | 2685.5 | 2685.538 | 4078.8 | 4078.8 | 5468.1 | 5468.1 | | Concrete formwork, m2 | 13031.2 | 13031.24 | 23771.9 | 23771.9 | 34512.6 | 34512.6 | | Base slab | 142.4 | 142.4 | 142.4 | 142.4 | 142.4 | 142.4 | | Shear wall | 1347.6 | 1347.6 | 1347.6 | 1347.6 | 1347.6 | 1347.6 | | Flooring | 727.5 | 727.5 | 727.5 | 727.5 | 727.5 | 727.5 | | Beam | 73.1 | 73.1 | 73.1 | 73.1 | 73.1 | 73.1 | | S420C reinforcement (thin), kg | 88942.5 | 89128.6 | 162696.7 | 158846.7 | 233322.5 | 227751.9 | | S420C reinforcement (thick), kg | 93645.1 | 93588.3 | 124044.7 | 121041.5 | 152553.7 | 143601.0 | | S420C reinforcement (total), kg | 182587.6 | 182716.93 | 286741.4 | 279888.2 | 385876.2 | 371352.9 | | Total reinforcement difference, % | | +0.07% | | −2.45% | | −3.91% |
|
|
