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Inelastic Masonry Flexural Shear Wall Analysis Computer Program

G. C. Hart / N. A. Sajjad / M. A. Basharkhah

IMFLEX is an inelastic flexural shear wall analysis computer program written in FORTRAN 77. It performs an inelastic analysis of a concrete masonry shear wall based upon a stress strain curve provided by the user or the stress strain curve predefined in the program. The analysis includes an interaction diagram or a moment curvature diagram. IMFLEX allows the designer to use a strain larger than 0.003 in the concrete masonry by assuming confined concrete masonry and the use of larger strains in the reinforcing steel by assuming strain hardening in the steel. The user may choose any one of three different kinds of reinforcing steel schemes available to expedite the preparation of the input data file.

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Inelastic Masonry Flexural Shear Wall Analysis Computer Program

G. C. Hart / N. A. Sajjad / M. A. Basharkhah

IMFLEX is an inelastic flexural shear wall analysis computer program written in FORTRAN 77. It performs an inelastic analysis of a concrete masonry shear wall based upon a stress strain curve provided by the user or the stress strain curve predefined in the program. The analysis includes an interaction diagram or a moment curvature diagram. IMFLEX allows the designer to use a strain larger than 0.003 in the concrete masonry by assuming confined concrete masonry and the use of larger strains in the reinforcing steel by assuming strain hardening in the steel. The user may choose any one of three different kinds of reinforcing steel schemes available to expedite the preparation of the input data file.

Inelastic Masonry Flexural Shear Wall Analysis Computer Program

G. C. Hart / N. A. Sajjad / M. A. Basharkhah

IMFLEX is an inelastic flexural shear wall analysis computer program written in FORTRAN 77. It performs an inelastic analysis of a concrete masonry shear wall based upon a stress strain curve provided by the user or the stress strain curve predefined in the program. The analysis includes an interaction diagram or a moment curvature diagram. IMFLEX allows the designer to use a strain larger than 0.003 in the concrete masonry by assuming confined concrete masonry and the use of larger strains in the reinforcing steel by assuming strain hardening in the steel. The user may choose any one of three different kinds of reinforcing steel schemes available to expedite the preparation of the input data file.

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Title:

Inelastic Masonry Flexural Shear Wall Analysis Computer Program

Contributors:

G. C. Hart (author) / N. A. Sajjad (author) / M. A. Basharkhah (author)

Publication date:

1990

Size:

47 pages

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Construction Materials, Components, & Equipment , Structural Analyses , Computers, Control & Information Theory , Masonry , Walls , Shear stress , FORTRAN , Buildings , Research management , Reinforcing steels , Computer programs

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