| contributor author | María O. Moroni | |
| contributor author | Maximiliano Astroza | |
| contributor author | Juan Gómez | |
| contributor author | Rafael Guzmán | |
| date accessioned | 2017-05-08T20:56:07Z | |
| date available | 2017-05-08T20:56:07Z | |
| date copyright | October 1996 | |
| date issued | 1996 | |
| identifier other | %28asce%290733-9445%281996%29122%3A10%281208%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32346 | |
| description abstract | Seismic design provisions, including the Chilean seismic code, prescribe seismic design forces by reducing a linear elastic response spectra using a response modification factor. The codes also estimate expected maximum inelastic displacement that may occur during a severe earthquake, by amplifying the elastic displacement computed from the design seismic forces by a displacement amplification factor. In this paper, the seismic force reduction factor | |
| publisher | American Society of Civil Engineers | |
| title | Establishing Rw and Cd Factors for Confined Masonry Buildings | |
| type | Journal Paper | |
| journal volume | 122 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1996)122:10(1208) | |
| tree | Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010 | |
| contenttype | Fulltext | |
