| contributor author | Andrew Whittaker | |
| contributor author | Gary Hart | |
| contributor author | Christopher Rojahn | |
| date accessioned | 2017-05-08T22:06:49Z | |
| date available | 2017-05-08T22:06:49Z | |
| date copyright | April 1999 | |
| date issued | 1999 | |
| identifier other | 28939943.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/71610 | |
| description abstract | The response modification factor plays a key role in the seismic design of new buildings in the United States. To date, the values assigned to this factor are based on engineering judgment and have little sound technical basis. Any improvement in the reliability of modern earthquake-resistant buildings in the United States will require the systematic evaluation of the building response characteristics that most affect the values assigned to the factor. To this end, a draft formulation that represents the response modification factor as the product of factors related to reserve strength, ductility, and redundancy is presented in the paper. Pertinent data from various analytical and experimental studies on reserve strength and ductility are also presented. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Response Modification Factors | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1999)125:4(438) | |
| tree | Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 004 | |
| contenttype | Fulltext | |