| contributor author | James M. Nau | |
| date accessioned | 2017-05-08T20:52:06Z | |
| date available | 2017-05-08T20:52:06Z | |
| date copyright | July 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9445%281986%29112%3A7%281727%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29834 | |
| description abstract | A method for computing response spectra for bilinear hysteretic systems subjected to earthquake accelerograms is summarized. The technique provides the exact solution to the equation of motion for ground acceleration which varies linearly between successive digitized points. The complete solutions for the elastic and plastic components of the response are developed, and include underdamped, critically damped, and overdamped cases. A comparison of this analytical technique with five widely known alternative procedures is presented. | |
| publisher | American Society of Civil Engineers | |
| title | Response Spectra for Bilinear Hysteretic Systems | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1986)112:7(1727) | |
| tree | Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 007 | |
| contenttype | Fulltext | |
