Study on Seismic Behavior of Lateral Force Resisting System
| Author(s) | : | Kapil P. Wankhade, Milind Mohod |
| Institution | : | M.E. Student in Civil Engineering, P.R.M.I.T & R, Badnera, Amravati, India |
| Published In | : | Vol. 2, Issue 5 — May 2015 |
| Page No. | : | 752-761 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Nowadays the provision of multi storied buildings is essential in metro cities to overcome land crisis.Construction of multi storied buildings is inevitable without using any lateral force resisting system. Provision of lateralforce resisting system makes the structure earthquake resistant. This paper represents the study on seismic behavior oflateral force resisting system commonly used in India like Shear wall, Core wall and Bracing System. The seven differenttypes of models are analyzed by using ETABS software at various storey heights (15 and 20 storey) situated in seismiczone III. The analysis is done by Response Spectrum Method and results are shown in terms of storey drift, storeydisplacement and base shear. The emphasis of this paper is to find the best suitable type of lateral force resistingstructure among the various models which are analyzed under seismic excitation.
Kapil P. Wankhade, Milind Mohod, “Study on Seismic Behavior of Lateral Force Resisting System”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 2, Issue 5, pp. 752-761, May 2015.
