Reinforced Concrete Section Analysis
2016-08-23
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RCSA is an interactive microcomputer program
developed to provide a practical and reliable section
analysis tool to predict the response of deep or flanged RC
sections. Some components of an existing program, UNCOLA,
which was developed at the University of California,
Berkeley, were incorporated into RCSA. With RCSA one is able
to perform analysis of a prestressed, a reinforced concrete,
or a composite section at any limit state under any
specified loading history. The program utilizes the layer,
or filament, approach to discretize a section. Assumptions
in the analysis are as follows: (1) The section must be
loaded through an axis of symmetry by unidirectional axial
force, flexure and shear; (2) Any type of user-defined
strain profile, as well as the Bernoulli-Nairer hypothesis,
may be implemented. Even "bond slip"
developed to provide a practical and reliable section
analysis tool to predict the response of deep or flanged RC
sections. Some components of an existing program, UNCOLA,
which was developed at the University of California,
Berkeley, were incorporated into RCSA. With RCSA one is able
to perform analysis of a prestressed, a reinforced concrete,
or a composite section at any limit state under any
specified loading history. The program utilizes the layer,
or filament, approach to discretize a section. Assumptions
in the analysis are as follows: (1) The section must be
loaded through an axis of symmetry by unidirectional axial
force, flexure and shear; (2) Any type of user-defined
strain profile, as well as the Bernoulli-Nairer hypothesis,
may be implemented. Even "bond slip"
fortran
分析
截面
钢筋混凝土
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