Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/19393
Title: Strut-and-tie approach to shear strength prediction of deep beam
Authors: Tong, Ke Bo.
Keywords: DRNTU::Engineering::Civil engineering::Structures and design
Issue Date: 1997
Abstract: The studies in this thesis mainly focus on the strut-and-tie approach to shear strength prediction of deep beam. Both the non-prestressed and prestressed deep beams as well as deep beams with web openings are considered. Different from the previous studies in this field, the new strut-and-tie approach is based on the conventional theories of failure, i.e., Mohr-Coulomb's criterion and Kupfer's criterion. Furthermore, the new approach can be derived from first principles and it contains little empiricism.
URI: http://hdl.handle.net/10356/19393
Rights: NANYANG TECHNOLOGICAL UNIVERSITY
Fulltext Permission: restricted
Fulltext Availability: With Fulltext
Appears in Collections:CEE Theses

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