COMPARISON OF BASE SHEAR AND LATERAL FORCE FOR FORCE BASED DESIGN METHOD AND DISPLACEMENT BASED DESIGN METHOD OF RC FRAME STRUCTURES
| Author(s) | : | AKASH V. MODI, Dr. K. G. MEHTA, D. N. SHETH |
| Institution | : | ME (Structural Engineering) Student, Merchant Institute of Technology, Piludhara, Mehsana, India |
| Published In | : | Vol. 3, Issue 5 — May 2016 |
| Page No. | : | 165-177 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The paper shows that an alternative design other than Forced-Based Design method for seismic design ofstructures has been proposed, that is, Displacement-Based Design method. A three, six and nine storey building has beentaken for three different zones, that is, Zone III, Zone IV and Zone V and is designed with both the methods and theirrespective base shear and design lateral force has been calculated. The design procedure has been elaborated andcomparison of base shear and design lateral force for both the procedure has been plotted. Finally concluding remarks hasbeen highlighted.
AKASH V. MODI, Dr. K. G. MEHTA, D. N. SHETH, “COMPARISON OF BASE SHEAR AND LATERAL FORCE FOR FORCE BASED DESIGN METHOD AND DISPLACEMENT BASED DESIGN METHOD OF RC FRAME STRUCTURES”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 3, Issue 5, pp. 165-177, May 2016.
