Comparative Study of Indian Code and International Building Code (IBC) In Seismic Assessment |
Author(s): |
| Mohammed Musaib , LORDS INSTITUTE OF ENGINEERING AND TECHNOLOGY; Mohammed Moiz, LORDS INSTITUTE OF ENGINEERING AND TECHNOLOGY |
Keywords: |
| IS 1893-2002 PART-1, International Building Code (IBC-2003), OMRF, SMRF and drift |
Abstract |
|
In this paper we are comparing the two code results. The two chosen codes are IS 1893-2002 PART-1 and international building code (IBC-2003 American). This study is performed to know, what are the variation in the results obtain and what are the factors responsible for the poor performance of building under earthquake forces. The structure is analyzed using STAAD pro software. In this study we are considering 7 models which consists of ordinary moments resisting frame (OMRF) and special moment resisting frame (SMRF) sections, which is having the specification defined in both the codes. The 7 models consists of 2 OMRF and 2 SMRF model from IBC(having beam and column original dimension and adjusted dimensions), 1 OMRF and 2 SMRF model from IS 1893-2002 PART-1 that is 1 OMRF and SMRF with original dimension and 1 SMRF with adjusted beam column dimensions. Then we observe the variation in the results of these models such as base shear, lateral forces, drift, moments, axial forces and area of steel required at different stories. These variations in the results are tabulated in tabular form and also graphically shown. |
Other Details |
|
Paper ID: IJSRDV4I80195 Published in: Volume : 4, Issue : 8 Publication Date: 01/11/2016 Page(s): 326-331 |
Article Preview |
|
|
|
|
