Comparative study of shear wall by using displacement and drift parameters
| Author(s) | : | Prof. P. A. Nikam, Mr. Gayake Prasad |
| Institution | : | HOD Civil Engineering Department, SNDCOE, Yewala |
| Published In | : | Vol. 5, Issue 16 — January 2018 |
| Page No. | : | - |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
In the seismic design of buildings, shear wall act as a major earthquake resisting members. It offersgreat potential for lateral load resistance. The properties of these seismic shear walls give the response of thebuildings, and therefore, it is essential to evaluate the seismic response of the walls appropriately. In thispresent study, the main aim is to determine the solution for shear wall location in multi-storey building. Effectof shear wall has been studied with the help of two different models. We have design it for zone four andModel for with and without shear wall. An earthquake load is applied to a building of G+13 stories.Parameters like Lateral joint displacement and joint drift required for each floor are calculated in both casesof shear wall. The analysis of this parameter is carried out by using ETABS software.
Prof. P. A. Nikam, Mr. Gayake Prasad, “Comparative study of shear wall by using displacement and drift parameters”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 16, pp. -, January 2018.
