contributor author | Abela Christopher M. | |
date accessioned | 2019-02-26T07:36:38Z | |
date available | 2019-02-26T07:36:38Z | |
date issued | 2018 | |
identifier other | %28ASCE%29SC.1943-5576.0000365.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4248242 | |
description abstract | This article compares the current estimated debris line-load value of 6.78 kN/m (5 kips/ft) on Tainter gates within engineering manuals and technical letters to recent research findings on impact loads. The intent of this study was to investigate, modernize, and create a more defendable methodology for applying debris loads to Tainter gates. This study combined multiple references to create a range of loading values for use by designers in regions that see low, moderate, or severe concentrations of debris. Guidance and recommendations have also been provided for special debris-loading conditions sometimes encountered by design engineers. The findings of this study show that the current recommend debris load, although appropriate and conservative for certain types of debris, may lack flexibility. | |
publisher | American Society of Civil Engineers | |
title | Recommendations for Determining Debris Loads for Tainter Gates | |
type | Journal Paper | |
journal volume | 23 | |
journal issue | 2 | |
journal title | Practice Periodical on Structural Design and Construction | |
identifier doi | 10.1061/(ASCE)SC.1943-5576.0000365 | |
page | 4018006 | |
tree | Practice Periodical on Structural Design and Construction:;2018:;Volume ( 023 ):;issue: 002 | |
contenttype | Fulltext | |