Review on Effect of Position of Steel Plate Shear Wall with R.C. Frame
| Author(s) | : | Himali Kheni, Jasmin Gadhiya, Hardik Patel |
| Institution | : | Civil Engineering Department, Chhotubhai Gopalbhai Patel Institute of Technology |
| Published In | : | Vol. 4, Issue 11 — November 2017 |
| Page No. | : | 407-413 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
Structure design and analysis is necessary to produce the capability of resisting all the applied load withoutfailure its intended life. The design of high rise buildings is governed by lateral loads mainly due to earthquake. Thepresent study describes the analysis and design of G+20(story)high rise building with Steel Plate ShearWall(SPSW).Steel Plate Shear Wall have been used as lateral-load resisting system with formation of tension fieldaction. The design and analysis of R. C. building with Steel Plate Shear Wall is carried out using software ETABS. Theproperties of Steel Plate Shear Wall system include the stiffness for control of structural displacement, story shear andoverturning moment.
Himali Kheni, Jasmin Gadhiya, Hardik Patel, “Review on Effect of Position of Steel Plate Shear Wall with R.C. Frame”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 11, pp. 407-413, November 2017.
