| contributor author | Feyzi, Hanieh | |
| contributor author | Hamidia, Mohammadjavad | |
| date accessioned | 2026-08-20T12:19:13Z | |
| date available | 2026-08-20T12:19:13Z | |
| date copyright | 2026/06/04 | |
| date issued | 2026 | |
| identifier other | JSENDH.STENG-14564.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4313357 | |
| description abstract | AbstractIn this paper, a novel nonmodel methodology is developed for postearthquake performance
level identification of conventional reinforced concrete moment frames using an after-event-measured
residual drift ratio. The adopted performance levels are ...Practical ApplicationsEarthquakes can cause severe structural damage to reinforced concrete (RC) buildings.
Thus, it is crucial for the decision makers to obtain the status of the RC buildings
right after an earthquake. In the engineering concept, the ... | |
| publisher | American Society of Civil Engineers | |
| title | Data-Driven Postearthquake Performance Level Identification for RC Moment Frames Using Residual Drift Ratio in Compliance with ASCE41-23 | |
| type | Journal Article | |
| journal volume | 152 | |
| journal issue | 8 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/JSENDH.STENG-14564 | |
| journal fristpage | 04026094-1 | |
| journal lastpage | 04026094-29 | |
| page | 29 | |
| tree | Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 008 | |
| contenttype | Fulltext | |
