Direct Displacement Based Design for Fifteen Storey Reinforced Concrete Moment Resisting Frame as per IS Codes
| Author(s) | : | Rutvik K. Sheth, ,Dr. D. P. Soni, , K. N. Sheth |
| Institution | : | Research Scholar,D.D. University, Nadiad |
| Published In | : | Vol. 1, Issue 8 — August 2014 |
| Page No. | : | 179-184 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Design Methodology for Direct Displacement Based Design (DDBD) Method proposed by Priestley etal.(2007) has been presented here in IS context as an alternative to conventional Forced Based Design (FBD). Thelimitations of Force Based Design Method are highlighted. The paper attempts to design a 15 storey ReinforcedConcrete Moment Resisting frame located in Zone-V using DDBD Method. Base shear, storey shear, beamreinforcement, percentage of column steel for frame designed by DDBD are compared to conventional FBD andconcluding remarks are highlighted which shows that DDBD can be a viable design alternate.
Rutvik K. Sheth, ,Dr. D. P. Soni, , K. N. Sheth, “Direct Displacement Based Design for Fifteen Storey Reinforced Concrete Moment Resisting Frame as per IS Codes”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 1, Issue 8, pp. 179-184, August 2014.
