Abstract
The first part of this paper presents an analytical procedure for the analysis of framed structures considering the flexibility of steel beam-to-column connections. This is followed by a presentation of several numerical examples to enumerate the behavior of these frames. Finally, some phenomena that are associated with flexibly connected frames are discussed.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 719-732 |
| Number of pages | 14 |
| Journal | Computers and Structures |
| Volume | 26 |
| Issue number | 5 |
| DOIs | |
| State | Published - 1987 |
| Externally published | Yes |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications