Show simple item record

contributor authorJassim M. Hassan
contributor authorTom G. Brown
contributor authorGeorge F. Jergeas
date accessioned2017-05-08T21:58:17Z
date available2017-05-08T21:58:17Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29sc%2E1943-5576%2E0000109.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67755
description abstractThis paper proposes new coefficients for design bending moments for interior reinforced concrete flat plates. These design coefficients are safe for strength and serviceability and are calculated using Hillerborg’s advanced strip method design approach and finite-element method. The Hillerborg-Wood-Armer rules were used to convert field moments to design moments. The paper also introduced graphs. These can be used to determine the length of the top reinforcement in an interior flat plate. The findings are the only available solution for designing flat plates with aspect ratios higher than 2.0.
publisherAmerican Society of Civil Engineers
titleDesign Field Bending Moment Coefficients for Interior Reinforced Concrete Flat Plates
typeJournal Paper
journal volume16
journal issue1
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)SC.1943-5576.0000061
treePractice Periodical on Structural Design and Construction:;2011:;Volume ( 016 ):;issue: 001
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record