Abstract
A study on the simplified analysis and design of a modular falsework structure is presented. The stability and the nonlinear behaviour of the falsework are explained with a variety of models; taking the form of a sway-frame, a tilt-buckled column, and a leaned-column frame. Practical formulas for checking the stability of the modular falsework structure are derived, and a rational design procedure is suggested.
Original language | English |
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Pages (from-to) | 189-209 |
Number of pages | 21 |
Journal | Journal of Constructional Steel Research |
Volume | 48 |
Issue number | 2-3 |
DOIs | |
Publication status | Published - 1 Jan 1998 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Mechanics of Materials
- Metals and Alloys