Effect Of Response Reduction Factor & Natural Time Period On Base Shear
| Author(s) | : | Sanjivkumar N.Harinkhede, Akash G. Malusare, Shankar D. Kharat |
| Institution | : | Civil Engineering, Sinhagad Academy of Engineering Pune |
| Published In | : | Vol. 3, Issue 11 — November 2016 |
| Page No. | : | 1-7 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Any building when subjected to an earthquake of a certain magnitude experiences a lateral force which isproduced by seismic waves. This lateral force is termed as base shear and is dependent on various parameters like zonefactor, response reduction factor, natural time period and seismic weight of a building. An attempt of calculating baseshear by taking into considerations combinations of ordinary moment resisting frame (OMRF), special moment resistingframe (SMRF) and presence & absence of brick infill which also affects the value of base shear.
Sanjivkumar N.Harinkhede, Akash G. Malusare, Shankar D. Kharat, “Effect Of Response Reduction Factor & Natural Time Period On Base Shear”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 3, Issue 11, pp. 1-7, November 2016.
