| contributor author | Sang-Whan Han | |
| contributor author | Young-Mi Park | |
| contributor author | Seong-Hoon Kee | |
| date accessioned | 2017-05-08T21:58:46Z | |
| date available | 2017-05-08T21:58:46Z | |
| date copyright | June 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000054.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67898 | |
| description abstract | Effective beam width model (EBWM) has been widely used for predicting lateral drifts and slab moments in flat slab structures under lateral loads. As the slab moment due to lateral loads increases, slab stiffness decreases due to crack formation. The accuracy of the EBWM strongly depends on how the reduced slab stiffness is estimated. For this purpose, this study developed equations for calculating slab stiffness reduction factor | |
| publisher | American Society of Civil Engineers | |
| title | Stiffness Reduction Factor for Flat Slab Structures under Lateral Loads | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000001 | |
| tree | Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 006 | |
| contenttype | Fulltext | |
