| contributor author | Ronny Purba | |
| contributor author | Michel Bruneau | |
| date accessioned | 2017-05-08T22:08:02Z | |
| date available | 2017-05-08T22:08:02Z | |
| date copyright | June 2015 | |
| date issued | 2015 | |
| identifier other | 31253785.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/72002 | |
| description abstract | Assessment of collapse potential and seismic performance was conducted for steel plate shear walls (SPSWs) having infill plates designed per two different philosophies. This assessment was first conducted on SPSWs that were designed neglecting the contribution of their boundary moment resisting frames to resist story shear forces. This assessment of collapse potential was repeated for SPSWs that were designed considering the sharing of story shear forces between the boundary frames and infill plates. Based on these assessments, seismic performance factors [i.e., response modification coefficient ( | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Performance of Steel Plate Shear Walls Considering Two Different Design Philosophies of Infill Plates. II: Assessment of Collapse Potential | |
| type | Journal Paper | |
| journal volume | 141 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0001097 | |
| tree | Journal of Structural Engineering:;2015:;Volume ( 141 ):;issue: 006 | |
| contenttype | Fulltext | |
