Abstract
Presents a computer program for the static and dynamic analysis of tall buildings. Matrix condensation and multi level substructuring are used to minimize memory requirements. Describes how the overall stiffness matrix, mass matrix and damping matrix are established. The dynamic equilibrium equations are directly integrated using the Newmark procedure. (C.J.U.)
| Original language | English (US) |
|---|---|
| Title of host publication | Unknown Host Publication Title |
| Publisher | Pineridge Press Ltd |
| ISBN (Print) | 0906674352, 9780906674352 |
| State | Published - Jan 1 1984 |
ASJC Scopus subject areas
- Engineering(all)