Two-dimensional frame analysis using fortram language

Τίτλος

Two-dimensional frame analysis using fortram language

Θέμα

FORTRAN (Computer program language)

Structural analysis (Engineering)--Computer programs

Structural design

Structural--Design and construction

Δημιουργός

Christodoulou, Eleni

Πηγή

Higher Technical Institute

Το πλήρες κείμενο είναι διαθέσιμο από το Υπουργείο Ενέργειας, Εμπορίου Βιομηχανίας και Τουρισμού

Εκδότης

Library of Cyprus University of Technology

Ημερομηνία

1994

Συνεισφέρων

Papaleontiou, Chr.

Δικαιώματα

Απαγορεύεται η δημοσίευση ή αναπαραγωγή, ηλεκτρονική ή άλλη χωρίς τη γραπτή συγκατάθεση του δημιουργού και κάτοχου των πνευματικών δικαιωμάτων

Μορφή

pdf

Γλώσσα

en

Τύπος

text

Αναγνωριστικό

CED0206

Σύνοψη

All the structures can be considered to be frames with horizontal, vertical and inlined members. The loads applied on them can be along the members or on the joints. The loads applied along the members can be uniformly distributed ("dead load" - self weight of the member, "imposed load" - load expected to be carried by the member, "wind") or point load ("partitions" - walls). The loads applied on the joints can be horizontal-vertical forces or moments.
This loads have as a result to produce displacements at the joint which must be calculated in order for the frame to be correctly design and the needed reinforcement to be provided.
Many ways have been used to calculate these displacements but as the frame equilibrium provides as with a system of equations with many unknowns and it is difficult and it takes time to solve it manually nowadays computer programs are used for the calculations.