Abstract
A simple and practical method of second-order frame analysis using first-order structural analysis technique is proposed. The proposed method accounts for the P-δ and P-Δ effects by the use of a fictitious or pseudo lateral load. This method has the advantage over other existing methods in that no special consideration is required for the modeling of the structure - and the approach is applicable not only to rectangular rigid (Type FR) frames but also to non-rectangular, semi-rigid (Type PR) frames. The proposed method was applied to the structural analyses of beams and columns.
Original language | English (US) |
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Pages | 85-98 |
Number of pages | 14 |
Volume | 25 |
No | 3 |
Specialist publication | Engineering Journal |
State | Published - 1988 |
Externally published | Yes |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction