| contributor author | Ernesto Heredia‐Zavoni | |
| contributor author | Erik H. Vanmarcke | |
| date accessioned | 2017-05-08T22:37:15Z | |
| date available | 2017-05-08T22:37:15Z | |
| date copyright | May 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9399%281994%29120%3A5%281107%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84055 | |
| description abstract | A random‐vibration methodology is formulated for the seismic‐response analysis of linear multisupport‐structural systems. It reduces the response evaluation to that of a series of linear one‐degree systems in a way that fully accounts for the multiple‐support input and the space‐time correlation structure of the ground motion. Three spectral parameters are introduced and interpreted in terms of cross‐correlation coefficients and spectral moments associated with the response of one‐degree systems. The influence of local‐spatial variation of ground motion on the spectral parameters is also studied. | |
| publisher | American Society of Civil Engineers | |
| title | Seismic Random‐Vibration Analysis of Multisupport‐Structural Systems | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 5 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1994)120:5(1107) | |
| tree | Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 005 | |
| contenttype | Fulltext | |
