Arşiv ve Dokümantasyon Merkezi
Dijital Arşivi

Computer aided design of columns under biaxial bending

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dc.contributor Graduate Program in Civil Engineering.
dc.contributor.advisor Yerlici, Vedat A.
dc.contributor.author Altun, H. Hayati.
dc.date.accessioned 2023-03-16T10:53:38Z
dc.date.available 2023-03-16T10:53:38Z
dc.date.issued 1985.
dc.identifier.other CE 1985 Al79
dc.identifier.uri http://digitalarchive.boun.edu.tr/handle/123456789/14150
dc.description.abstract The equations for design of rectangular reinforced concrete columns are rarely used in actual design due to their mathematical complexities. Rather, design aids in the form of tables or charts, that are sometimes inadequate to complete a design, are employed by designers. This study covers the design of rectangular reinforced concrete tied columns under the action of axial load and uniaxial or biaxial bending moments according to the requirements of (ACI 318M-83), Building Code Requirements for Reinforced Concrete (1). A microcomputer program is developed to perform necessarry computations. The program is designed interactively and is based on iteration and internal halving techniques. It performs the design and analysis of columns with known or unknown cross sectional dimensions. When dimensions are not known, acceptable ranges for them must be fed into the computer upon which the program establishes its own cross sectional dimensions using the maximum range given for the reinforcement ratio.
dc.format.extent 30 cm.
dc.publisher Thesis (M.S.) - Bogazici University. Institute for Graduate Studies in Science and Engineering, 1985.
dc.relation Includes appendices.
dc.relation Includes appendices.
dc.subject.lcsh Columns, Concrete.
dc.subject.lcsh Reinforced concrete construction.
dc.title Computer aided design of columns under biaxial bending
dc.format.pages xi, 112 leaves;


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