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|Title:||Flexural behavior and design of irregular flat plate floors||Authors:||Tavio.||Keywords:||DRNTU::Engineering::Civil engineering::Structures and design||Issue Date:||2004||Abstract:||This thesis presents three relatively simple and effective procedures for computing bending moments and deflections of either regular or irregular reinforced concrete flat plate floors under gravity loading. The methods are applicable for predicting the deflections throughout the entire loading stages from the uncracked state to the fully cracked state and even up to the ultimate limit state.||URI:||http://hdl.handle.net/10356/12036||Rights:||Nanyang Technological University||Fulltext Permission:||restricted||Fulltext Availability:||With Fulltext|
|Appears in Collections:||CEE Theses|
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