Abstract
This paper presents a study on the structural modeling and analysis of modular falsework systems. The structural model of a two-story door-type modular falsework system is developed based on the observed behavior of full-scale tests. The effects of initial imperfections, connection stiffness, and boundary conditions are investigated. The use of simplified two-dimensional models for analyzing three-dimensional falsework assemblies is examined. The paper discusses the slippage of wooden shores as a possible cause of failure. The study concludes that the use of shoring extensions as the most significant factor that reduces the load-carrying capacity of modular falsework systems.
| Original language | English |
|---|---|
| Pages (from-to) | 1245-1251 |
| Number of pages | 7 |
| Journal | Journal of Structural Engineering |
| Volume | 123 |
| Issue number | 9 |
| DOIs | |
| Publication status | Published - 1 Jan 1997 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- General Materials Science
- Mechanics of Materials
- Mechanical Engineering