| contributor author | Hitoshi Kuwamura | |
| contributor author | Theodore V. Galambos | |
| date accessioned | 2017-05-08T20:53:22Z | |
| date available | 2017-05-08T20:53:22Z | |
| date copyright | June 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9445%281989%29115%3A6%281446%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30604 | |
| description abstract | An ultimate limit‐state criterion is developed for the seismic reliability assessment of single‐story structures. This criterion is: When the structural precollapse energy absorption capacity is greater than the earthquake energy input, the structure can survive. Thus, the load effect is the maximum earthquake energy input which the building is expected to encounter during its lifetime. For the determination of this load effect, the seismic hazard potential as well as the dynamic characteristics of the structure and the ground motion are considered in this study. The seismic hazard term is determined from seismic source and attenuation models, and the dynamic characteristic term is determined from the energy input spectrum of inelastic single‐degree‐of‐freedom (SDOF) systems. The uncertainty involved in these terms is also investigated in order to calculate the failure probability. | |
| publisher | American Society of Civil Engineers | |
| title | Earthquake Load for Structural Reliability | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1989)115:6(1446) | |
| tree | Journal of Structural Engineering:;1989:;Volume ( 115 ):;issue: 006 | |
| contenttype | Fulltext | |
