| contributor author | Saeed Karshenas | |
| contributor author | Stephen M. Heinrich | |
| date accessioned | 2017-05-08T20:55:37Z | |
| date available | 2017-05-08T20:55:37Z | |
| date copyright | July 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9445%281994%29120%3A7%282199%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/32030 | |
| description abstract | The static and dynamic loads applied to hand‐set slab formworks during the pouring of a concrete slab are investigated. The spatial distribution and time history of the concrete‐placement loads and the resulting formwork response depend on the equipment used for placing the concrete. The impact loads associated with the crane‐and‐bucket method of concrete placement are investigated. A number of factors affect the magnitude of the concrete load when emptying a bucket. These factors include the height of fall, concrete slump, bucket‐discharge rate, and the dynamic properties of the slab formwork. A single‐degree‐of‐freedom, variable mass, dynamic model is developed for calculating the concrete‐placement loads by taking into consideration the above‐mentioned factors. The concrete‐flow rate from a bucket is modeled as a lognormal white‐noise random process. To verify the validity of the developed model, several lab experiments were performed using a | |
| publisher | American Society of Civil Engineers | |
| title | Dynamic Modeling of Slab Formwork during Concrete Placement | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 7 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1994)120:7(2199) | |
| tree | Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 007 | |
| contenttype | Fulltext | |